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HomeMy WebLinkAbout0070 RUE MICHELE ,� TI , A I 4 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ,33:J Parcel C7 Application # Health Division Date Issued Conservation Division Application P Planning Dept. Permit Fee i Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Owners"UB I� ms _ N AddressC�. Telephone — __ r C04 >/ r Permit Request A® Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Sa Td#al new- _ Zoning District Flood Plain Groundwater Overlay Project Valuation 35.DW Construction Type _ M m Lot Size aa,_ Grandfathered: ❑Yes 0No If yes, attach sup orting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes '_lo On Old King's Highway: W_Yes ❑ No Basement Type: VFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) cM, Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ,VNo If yes, site plan review# Current Use - Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Lkaa I �,-Ff I I &rnsle,n Telephone Number to I D D 77 10 Address IQ 1 1 t n l)� 1 C �OC U License# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `s a FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED I ; MAP/PARCEL N0. r ; I ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: R FOUNDATION i k. FRAME I a INSULATION 4 FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH - FINAL y FINAL BUILDING T DATE CLOSED OUT ASSOCIATION.PLAN NO. f Town of Barnstable y��o4ii�ro�,yT Reg _ . ulatory Services . • Thomas F.Geiler,Director SARTiSTABI.>:. ' Building Division PjED � Tom Perry,Building Commissioner , 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us face: S08-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION /� Please Print DATE: V ll�I 1 JoV/` Ih f JOB LOCATION: !� �V number Q� �sstieet l� village ..HOMEOWNER,• �I ran Qn name m home phone# work phone# CURRENT MAILING ADDRESS: IOC 1 \ 1a Q C Aq city/town state nP code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an.individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on'which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum ' ection ocedures and requirements and that he/she will comply with'said procedures and require en . Signatu f Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the >tate Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions f this section(Section 1 i19.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a parson(s)for hire to do such cork,that such Homeowner shall act as supervisor." Many homeowners who use this exemption aic unaware that they are assuming the responsibilities of s supervisor(sec Appendix Q, -ules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly ,hen the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would Writh a licensed upervisar. The homeowner acting as Supervisor is ultimately responsible. To ensure that the bomeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, at the homeowner certify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by veral towns. You may care t amend and adopt such a fomu/ccrtifrcation for use in your community. ' • r1.i►,i, .��j"ErO'`fy Town of Barnstable Regulatory-5eMces y Hu SABM & Thomas F. Geiler,Director. d;g. 16 - uilding Division Tom Pe Building Commission 200 Main treet, Hyannis, MA 026, 1 www. wn.barnstable_ma. s Office: 508-862-4038 / Fax: 508-790-6230 s Property O n Must Complete and Si his Section If Using A uilder a Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authoriz by this building pe t application for: (A dress of Job) Signature of Owner Date Print Name If Property wner is applying for permit please complete the Ho eowners License Exemptio Form on th'e reverse side. ASAP Engineering & Design Co. , Inc. P.O. Box 649 Middleborough, MA 02346-0649 Tel: 508-946-3561 Fax: 508-946-1653 April 21,2008 Project No. 2008-066 Mr. K. Marshall Works Archi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 Re: Design Review of Primary Framing Elements for Proposed Bernstein Cabana Located at 68 Rue Michele, Cummaquid,MA Mr. Works: You asked me to review the primary framing elements required to complete the construction of the cabana building with respect to their conformance with the Building Code. You have provided me with architectural plans for the project prepared by your office, Sheet A-15, dated April 2, 2008. The basic snow load for design purposes is 35 pounds per square foot. The design wind speed is 120 miles per hour. The Revised Building Code requires the application of larger lateral loads due to increase wind speed values and greater consideration of the connection between the wood superstructure and the foundation of permanent structures. The home is located more than 1,500 feet from the coastline in Wind Exposure Zone B. The cabana is a small, single-story, free-standing outbuilding measuring 14' by 16'. It is conventionally framed with ordinary dimensional lumber products. The proposed framing consists of 2x10 rafters and joists, 2x4 exterior and interior stud wall assemblies, %2" CDX plywood wall sheathing and 5/8"CDX roof sheathing. A portion of the structure is framed with a vaulted ceiling assembly that is tied together at the plate height by two 4x8"bolted fir beams. The cabana is constructed upon a conventional 8"thick concrete perimeter foundation wall with 12"x 24" strip footing. The fastening of the wall plate to the foundation is an important element in the overall building design. For the size, geometry and location of this structure, I recommend that you utilize 5/8"diameter by 12"long galvanized steel anchor bolts with 30"plate washers to fasten the double (2) 2x6 pressure treated sill to the top of the foundation wall. These anchors should be placed at maximum spacing of 4 feet along the walls,but no more that 12"from the outside corners. The sheathing should be nailed to the sills,plates, studs, and rim joists with 8d ring shank nails at 6"at the perimeter and 6" in the field. The plywood should be applied horizontally with vertical joints offset and minimum of 32"between lifts. Horizontal blocking for nailing the plywood edges should be provided within 48"of outside corners. The roof assembly bears upon the wall top plate. I recommend that you install Simpson H2.5 hurricane strap anchors at each rafter to plate connection to resist uplift forces on the roof assembly. The roof shingle system applied to the sheathing must meet the wind velocity specification for the 120 mph zone. The rafters may be toe-nailed into the ridge. beam, but additional fastening is required at the ridge. You may either fasten the opposing rafters together by applying a Simpson LSTA strap across the top of the ridge beam, or by installing a 2x6 ridge lock block across the rafters immediately below the ridge and fastening them to the rafters with a minimum of six (6) 1 Od ring shank nails. Special care should be taken with respect to edge—nailing the roof sheathing at the gable end walls of the building. The balance of the cabana construction can be of conventional materials and methods. If constructed as specified herein,consistent with the plans, and according to good construction practice,the cabana building framing system,will meet the structural requirements of the Massachusetts State Building Code, Seventh Edition. If you have any questions regarding this report, or if you require additional information, please do not hesitate to call. Very Truly Yours, FAA , OF A1AS, il. S o`y R BERT M S Robert M. Desrosiers,P.E. D 'ROSI s 70 y U Tu RAL �spaNAL ��� ,• TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel 4' ,Application #;61 'b � a'— Health Division - � � p �"Date Issued Conservation Division a4 Application Fee Planning.Dept. `Permit Fee' Date Definitive;Plan Approved by Planning Board Historic _ OKH DIL- ly- (76 Preservation/ Hyannis Project Street Address70 Rtxe OQ;c l± Vi llage e 9 Owner �TohN' %E114 rc-:W Address : C2 TelephoneS �- 9 Permit Request _--r-tsc-unaln Swi:ftwi" P"61 j8 X3(, auNirr-) Square feet: 1 st floor:existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 65, OrJ� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing: new Half: existing Ge-w -- Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Ro Count c Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ OtherCD ui Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/(7d I stove"D Yeg ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing Xnew size Barn: ❑ exis ing DiNew Vie_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# ✓ Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Amukaw S" Telephone Number SN 331P 9Y?LP Address 5YO License # 1­7 09 I 26 '86)s 242) Home Improvement Contractor# /002-914 S IC�J1�C } Mpe- 02:1771 Worker's Compensation # WCA 0041%Q_ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO_'RfiuchiEn S40 AkMW AVE SEe70*11C rnp- *,Q0 1 a4de-n 1�J f o SIGNATURE DATE q--,)-`- FOR OFFICIAL USE ONLY 'APPLICATION# 'E ISSUED MA /PARCEL N0. - AbDRESS VILLAGE ' t 0WNER • -DATE OF INSPECTION: r { FOUNDATION 7YC J71 d" �� FRAME 4 INSULATION - Y Fw FIREPLACE I ELECTRICAL: ROUGH FINAL PLUMBING: HOUGH FINAL - w GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. 47 III `3 �oFYNer°si. Town of Barnstable Regulatory Services MRNg Y SS. Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authoriz e�m C to act on my behalf, in all matters relative to work authorized by this building permit application for: �1 -1w1A (Address of Job) g Signature f Owner Date Print Name If n3' ProP e Owner is applying for permit please complete the Homeowners License Exemption Form on th•e reverse side. �N .. -cHe Town of Barnstable op ram, " Regulatory Services BARNSTABLE Thomas F. Geiler, Director MASS. q, �639. Building Division PIED �a Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 vs ww.town.bartrstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 --------------------- HOMEOWNER LICENSE EXEM ION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home pho e# work phone# CURRENT MAILrNG ADDRESS: city/town state zip code The current exemption for"homeowners"was zxte de to include owner-occupied dwelling s of six units or less and to allow homeowners to engage an individual for hir who does not possess a license,provided that the owner acts as supervisor. DEI:TN ION F HOMEOWNER Person(s) who owns a parcel of land on which he she resi s or intends to reside, on which there is or is intended to: be, a one or two-family dwelling, attached or d ached st:ru res accessory to such use and/or farm stiuctures. A person who constructs more than one home in two year pen d shall not be considered a homeowner. Such "homeowner" shall submit to the Building 0 rcial on.a forma eptable,tothe Building Official, that he/she shall be responsible for all such work erformed un er the buildin earn , (Section 109.1.1) The undersigned"homeowner"assumes esponsibility for complian with the State Building Code and other applicable codes, bylaws,rules and re lations. The undersigned"homeowner"cert' res that he/she understands the Town f Barnstable Building Department minimum inspection procedures a requirements and that he/she will com with said procedures and requirements. Signature of Homeowner Approval of Building Official Note; Three- mily dwellings containing 35,000 cubic feet or larger will be req 'red to comply with the State Building Code ection 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code tes that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Sec on 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a pers�on(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are.unaware that they are assuming the responsibilities of a supervr or-(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it Ald with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of hisi'her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forr✓certification for use in your community. ------- �— reed d _ �o - sala.�r�s an o rl CA n (-aj771-.O ---- _- - ---- --- LQc-c-AQad lI1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t 0654waird l o?_ j Ma Parcel Health Division Date Issued p Conservation'Division ✓ `/ g Ap lication Fee ,D d 3.© Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board "P, L6-% P VI>TEss �s Historic - OKH _Preservation/Hyannis _ o w u SJCRV E-c oQ 22a� `J Project Street Address Village -�`� � , ► ►r, r .c-v�S`� Owner 1U-TPJ l.1 ��✓'� N, Address 12 I-• 4LA c)F, YJC,> y.►r� Telephone 1��, 2�� �1��� t)V_ 2 Permit Request Gv__ c4y_441�1__ �• i,1► I y• Square feet: 1 st floor: existing proposed�� 2n�floor: existing proposed rTotal.new s Zoning District Flood Plain JkG1 Groundwater Overlay Project Valuation Construction Type Lot Size a'r'✓,��9 Grandfathered: ❑Yes,, XNo 1-yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: XYes ❑ No Basement Type: XFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) —' Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new �_ Half: existing -- new. Number of Bedrooms: existing +new Total Room Count (not including baths): existing new First Floor Room Count �✓ Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New �_ Existing wood/cgal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing OJnewt"size_ Attached garage:*existing .'pew size Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ CD Commercial ❑Yes ❑ No If yes, site plan review# .. : Current Use Proposed Use APPLICANT INFORMATION ( UILDER OR HOMEOWNER) - . Name Telephone Number Address c� Mau r I Ce. License# eOQ 4 SQ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL B-TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# f 'It DATE ISSIUED MAP/TARCEL N0. 4 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION OIL j(o ore- q- t-® P2 FRAME INSULATION ©IL --° - -o FIREPLACE <9� ELECTRICAL:, `ROUGH FINAL =, -.PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL , FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. J Town of Barnstable Building Department - 200 Main Street BARNSTLE AB , = Hyannis, MA 02601 9 MASS. (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 200801263 CO Number: 20100121 Parcel 1D: 335069 CO Issue Date: 07/29/10 Location: 70 RUE MICHELE Zoning Classification: RESIDENCE F-2 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed J INr TOWN OF BARNSTABLE . .R B�Irng Application Ref: 200801263 BARNSTABLE, Issue Date: 04/23/08 - Permi t MASS. �QpA 1639. �� Applicant: ELLIOTT TAI Permit Number: B 20080805 Proposed Use: DEVELOPABLE LAND Expiration Date: 10/21/08 Location 70 RUE MICHELE Zoning District RF-2 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 335069 Permit Fee$ 3,895.00 Contractor PROPERTY OWNER Village BARN STABLE App Fee$ 100.00 License Num Est Construction Cost$ 950,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 4 BEDROOM RESIDENCE&ATTACHED GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ELLIOTT,TAI BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 310 INSPECTION HAS BEEN MADE. CUMMAQUID, MA 02637 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY.STREET,ALLY OR SIDEWALK OR ANYBICLDING RT,THE MP F;EITHER TEORARIL R PERMANENTLY' ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE C E,MUST BE APPROVED B .THE JURISDICTION. STREET OR-ALLYGRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBTAINEDTROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS_PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. _ 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). = 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND as set forth in MGL c.142A . ggy _ :;. . BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1U�— _2T�c{ 0 ?,� �I�-(�rA-v 2 p1 nl�- 2 3 w �'� 1 .Heating Inspection Approvals Engineering Dept Ct 7—�rq P am.. Fire Dept 2 t �/Byo�and of Health . PROJECT 2 NAME: ADDRESS: V� PERMIT# �C�U 8 C� S 3`'L a-. �DD o� I awl(D g PERMIT DATE: M/P• 33 !�-- c2u2 LARGE ROLLED PLANS ARE IN: BOX C� SLOT Data entered in MAPS program on: 3 3 BY: q/wpfiles/forms/archive I 'tHE Town of Barnstable �pF 1p -- - y�P Regulatory Services * BARNSfABLE, ► Thomas F.Geiler,Director 9 MASS. Q�Ar 1639• p.0 Building Division FD MA't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 HOMEOWNER LICENSE EXEMPTION !� (� Please Print DATE: MCA 1 (U �)l../�/�U JOB LOCATION: (� I GI WL r M number street / n vill ge"HOMEOWNER': yL a_ 7"1 oi(�lr�_&�_S�M1 I11 ��1"�.��� ��`7D �o1-7— 551- 9656 name home phone# work phone# CURRENT MAILING ADDRESS: H city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that-he/she will comply with said procedures and 1 re mE i ature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:fomrs:homeexempt °FTHE=a,, Town of Barnstable Regulatory Services * BARNSTABLE, " MASS. $ Thomas F.Geiler,Director o;.1% Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �O n Q n ern Zn subject property hereby authorize to act on my behalf, in all matters relative to work aut d by this building permit application for: r le-- (Address of Job)` 3 /In 8' Sign re of. er Date ionoAGn ge rms in Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&OWNERPERMISSION r I Affidavi of Substantial Financial Interest I, D of 2. , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map , Parcel The address of the property is Gdvn 2. 1 have 100 % legal or equitable interest in the real property which is the wia subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is [Qarc h 10 ZOO , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address �Qe- 4. I`dC V 1 I C�IZIe-Within the last twelve months, from today's date, which ism(A410,O)CO , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address NOUL ore, 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted ff building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received ff building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of per'ury, this(O day of (�Ck6,I , 2002 2001-0050/affin 1 Q/LOTTERY/AFFI DAVIT L i Barrows, Debi From: Schlegel, Frank j Sent: Thursday, March 27, 2008 11:29 AM To: Barrows, Debi Subject: RE: Correct Addresses Hi Debi, have the following: IV p 022 Pei 032: It was -?Main S eet a c rected it p Id O a e re st a owner n-�8�M%05. Map 335 Pei 070: �Q 7thehouMis This was#69 Rue Michelle. The parcel was deleted and combined with Map 335 Pei 069 for FY 07going new address assigned for this parcel (335-069) because when it was redefined on the maps, therfrontage to determine what the number should be. I need a copy of a sight plan to determine wher before I can determine what the address will be on this one. Hope this answers your questions. Frank -----Original Message----- From: Barrows, Debi Sent: Wednesday, March 26, 2008 12:47 PM To: Schlegel, Frank Subject: Correct Addresses Please tell me the correct address for Map 022 Parcel 032 & Map 335 Parcel 070. Thanks Debi z 1 d ASAP Engineering & Design Co. , Inc. P.O. Box 649 Middleborough, MA 02346-0649 Tel: 508-946-3561 Fax: 508-946-1653 March 24, 2008 Project No.2008-066 Mr. Tim Luff Archi-Tech Associates, Inc. 6 School Street Cotuit,MA 02635 Re: Design Review of Primary Framing Elements for Proposed Bernstein Residence Located at 68 Rue Michele, Cummaquid, MA Mr. Luff: You asked me to review the primary framing elements required to complete the construction of the referenced residence with respect to their conformance with the Building Code. You have provided me with architectural plans for the project prepared by your office, Sheets A-1 through A-14, dated February, 2008. The home is a traditional rambling Cape Cod-style Gambrel/Cottage. It is a one-and-one- half story building with an attached three-car garage with a bedroom above. It is laid out in an efficient plan from a structural point of view, providing appropriate exterior wall area for sheathing components that resist lateral loads, and interior bearing lines to maintain reasonable joist and rafter spans. The basic snow load for design purposes is 35 pounds per square foot. The design wind speed is 120 miles per hour. The Revised Building Code requires the application of larger lateral loads due to increase wind speed values and greater consideration of the connection between the wood superstructure and the foundation of permanent structures. The home is located more than 1,500 feet from the coastline in Wind Exposure Zone B. The proposed framing of the main house components consists engineered wood"I"joists and a mix of LVL and steel primary beams at the first floor, second floor, and ceiling/roof framing levels. The main roof consists of ordinary dimensional lumber supported by LVL beams and valley rafters. Point loads are accommodated by beams and headers at the second floor ceiling level and second floor framing level, as well as full height structural columns. The floor framing at both the first and second floor levels consists of 11 7/8"Engineered wood"I"joists supported on the primary bearing lines by a combination of steel and LVL headers and beams. The exterior walls of the home are framed with 2x6 stud assemblies. The balance of the stud wall and incidental framing consists of conventional 2x4 and 2x6 stud wall assemblies. The main house frame is constructed upon a conventional 10"thick concrete perimeter foundation wall with 12" x 24" strip footing. The fastening of the wall plate to the foundation is an important element in the overall building design. For the size, geometry and location of this structure, I recommend that you utilize 5/8"diameter by 12"long galvanized steel anchor bolts with 30"plate washers to fasten the double (2)2x6 pressure treated sill to the top of the foundation wall. These anchors should be placed at maximum spacing of 4 feet along the walls,but no more that 2' from any inside or outside corner. You should utilize the same detail at the garage area walls,with the exception of the wall with the overhead door openings,which has large open areas and limited inherent value as a shear wall. For single story garages such as this, I recommend that you install 5/8"diameter by 12"long galvanized anchor bolts with 30"plate washers to fasten the double(2)2x6 pressure treated sill. The short wall segments on each side of, and between,the overhead doors should each have two,equally spaced anchors. Additionally, I recommend that you add a layer of 1/4"CDX plywood, oriented vertically,to the inside of the overhear door wall. The plywood should be fastened to both sills and the wall studs with 8d ring shank nails spaced at no more than 6"apart. The connection of the exterior wall assemblies from the second floor platform down to the double 2x6 sill can be accomplished efficiently in this structure utilizing ordinary construction techniques. I recommend that you utilize 5/8 CDX plywood sheathing for the exterior walls typically. The sheathing should be nailed to the sills,plates, studs,and rim joists with 8d ring shank nails at 6"at the perimeter and 8"in the field. The plywood should be applied horizontally with vertical joints offset and minimum of 32"between lifts. Horizontal blocking for nailing the plywood edges should be provided within 48"of outside corners on the main house,ells, and garage. The roof assembly bears upon the platform frame of the second floor, and the second floor walls at the gables. I recommend that you install Simpson H2.5 hurricane strap anchors at each rafter to plate connection to resist uplift forces on the roof assembly. The roof assembly itself should consist of 2x10 rafters with 5/8" CDX sheathing. The roof shingle system applied to the sheathing must meet the wind velocity specification for the 120 mph zone. The rafters may be toe-nailed into the ridge beam, but additional fastening is required at the ridge. You may either fasten the opposing rafters together by applying a Simpson LSTA strap across the top of the ridge beam,or by installing a 2x6 ridge lock block across the rafters immediately below the ridge and fastening them to the rafters with a minimum of six (6) 1 Od ring shank nails. Similar details should be employed for the roof construction of the garage. Special care should be taken with respect to edge— nailing the roof sheathing at the gable end walls of the home. The balance of the main house and garage construction can be of conventional materials and methods. by The attached porches are of similar design to the main house. They are conventionally- framed, open-sided wood structures that are attached to, and supported by,the main house along one side. They are typically supported at the outer edge by decorative/ structural wood columns on a continuous foundation wall and footing. The pressure treated posts from the porch or deck framing are directly supported by the foundation wall below. The connection of these elements is a critical component of the overall design. Simpson Strong-Tie Co., Inc. makes a variety of products that can effectively make this connection. For this application,where the superstructure is open and lightly framed,the most efficient connector can be either a PB44 or a PP46. These are 12 gage steel post base anchors that are cast directly into the top surface of the concrete wall. When properly installed they can resist 1365 pounds of uplift force and up to 1325 pounds of lateral force. They also provide for a 1" standoff between the concrete and the bottom of the wood post. The framing connection between the porch posts and the porch roof assemblies should be reinforced with Simpson BCS Series column caps and Simpson H1 rafter clips. Where the porch beam is a steel beam,the beam should be lagged to the posts with two (2) %2" galvanized lag bolts per connection. The rafter/ceiling joists of the porches should be fastened to the perimeter support beams utilizing Simpson H2 ties. The balance of the porch and deck framing can be of ordinary materials and methods. The framing scheme shown on the framing plans is consistent with the requirements of the Code and good engineering practice. The member sizes and orientations shown for AJS joists, LVL beams and headers are consistent with the manufacturer's design criteria. There are many steel beams and columns that form the primary beam system of the home. The beam and column sizes indicated on the plans are appropriate for the imposed P loads and spans shown. The steel beams should be manufactured from ASTM A992 (Grade 50) steel. The beams must be rigidly attached to the wood floor framing above. This can be accomplished by attaching a continuous 2x8 wood nailer to the top flange of the beams with %2"bolts at 24"on center, staggered side to side, and toe-nailing the floor joists to the nailer. In flush-framed applications continuous wood blocking should be through-bolted to each side of the beam web with %2"bolts at 16"on center, staggered top and bottom, and steel hangers utilized to fasten the joists to the blocking. The beam to wood post connections should be fastened with two (2) 3/8"lag bolts. Steel beam to steel column connections should be welded, or field bolted. Steel columns should be manufactured from ASTM A500 Grade B steel HSS sections. All steel columns should minimum '/z"thick steel cap and base plates and should have four anchor bolts per base plate at the foundation. Due the quantity and complexity of steel supports, I recommend that shop drawings be submitted by the steel supplier for review and approval by this office. If constructed as specified herein, consistent with the plans,and according to good construction practice, this residential building framing system, will meet the structural requirements of the Massachusetts State Building Code, Seventh Edition. i' If you have any questions regarding this report, or if you require additional information, please do not hesitate to call. Very Truly Yours, Robert M.Desrosiers,P.E. �jH OF 14 SQ R BERT y g SRO S. m o. 6770 CTURRL �'�10MAL��G� ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RES ENTIAL CONSTRUCTION (780 CMR 61.00 Applicant Name:` Site Address: 63 I l print Town: Cummcov i Applicant Phone: o? qqu Applicant Signature: Date of Application: NEW CONSTRUCT choose ONE of the followin two 406110 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or O Slab tion 1: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of 3 5 R-3 8 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.gov/rescheck/ ADDITIONS,OR ALTERATIONS TO EXISTING BUILDINGS OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b-a) SF 100 x - % of glazing . (b) Glazing area equals SF b a If glazing is<'_40%use the.charf below. Ifglazing is>40,% roceed.to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Fenestration Ceiling and Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R=Value R-Value R-Value and Depth 39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls,and including any access openings), ❑ _ SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40%of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) I - Permit# Permit Date REScheck Software Version 3.7.3 NOCompliance Certificate Project Title: Bernstein Residence Report Date:03/03/08 Data filename:C:\Program Files\Check\REScheck\Bemstein.rck Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 17% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 68 Rue Michele Timothy Luff Cummaquid,MA 02637 Archi-Tech Associates,Inc. 6 School Street Cotuit,MA 02635 508-420-5335 JJ Ceiling 1:Cathedral Ceiling(no attic): 788 38.0 0.0 21 Ceiling 2:Flat Ceiling or Scissor Truss: 3250 30.0 0.0 114 Wall 1:Wood Frame,16"o.c.: 4470 19.0 0.0 221 Window 1:Wood Frame:Double Pane with Low-E: 498 0.320 159 Door 1:Glass: 264 0.320 84 Door 2:Solid: 21 0.290 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 3842 19.0 0.0 181 Furnace 1:Forced Hot Air:84 AFUE Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requireme is in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection 4sii he ating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard diti found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of ad s s cified in Sections 780CMR 1310 and J4.4. t I- T tr r Builder/Des ner Company Name Date a> Bernstein Residence Page 1 of 1 tefersen Andersen Windows -Window Schedule Report Andersen. Project Name: BERNSTEIN STORMWX ....."""> Quote#: 017838 Print Date: 03/26/2008 Quote Date: 03/14/2008 ' iQ Version$-0 Page 1 Of 3 Dealer: Customer: NUCHAEL BERNSTEIN 216 Thornton Dr. Billing Hyannis,NIA Address: 508-862-6200 Phone: Fax: Sales Rep: ANDREA BOHMFALK Contact: Unit Size Rough Opening Cod 0001e TW1832,AA Unit Description O,�— 1 POWDER Location IF--V 9 5/8" Height 3'4 7/8" Width1 1/8" 3e4-7/8" 0002 TW 1832,AA 1-PANTRY 1'9 5/8" 3'4 7/8" IF 1'10 1/8" 3'4 7/8" 0003 TW2446,AA 4 1-KITCHEN 1 2'5 5/8" 4'8 7/8" 2'6 1/8" 4'8 7/8" 0004 TW2446,AA 1-POWDER 2 2'5 5/8" 4'8 7/8" 2'6 1/8" 4'8 7/8" 0005 TW2852C,AA 1-DEN 2'9 5/8" 5'4 7/8" 2'10 1/8" 5'4 7/8" 0006 TW3452C,AA 11 1-DEN 3'5 5/8" 5'4 7/8"� 3'6 1/8" 5'4 7/8" 0007 TW24410,AA 2 1-MASTER BATH-TEMP 2'5 5/8" 5'0 7/8" 2'6 1/8" 5'0 7/8" 0008 TW2446,AA 11 1-MASTER BATH-TEMP 2'S 5/8" 4'8 7/8" 2'6 1/8" 4'8 7/8" 0009 TW2446,AA 1=1 1-MASTER BATH 2'5 5/8" 4'8 7/8" 2'6 1/8" 4'8 7/8" 0010 TW2846,AA 3 1-MASTER BED 2'9 5/8" 4'8 7/8" 2'10 1/8" 4'8 7/8" 0011 TW2846,AA :] 1-MASTER BED-TEMP 2'9 5/8" 4'8 7/8" 2'10 1/8" 4'8 7/8" 0012 FWH31611,AL 1-MASTER BED TO 1/8' 6'10 3/8" 3' 1" 6' 11" 0013 SHEPLY LABOR TO APPLY 6-9/16 EXT XJ 1-MASTER BED WA WA WA WA 0014 [ASW 2'9 5/8"x 2'6 23/32"x 1'6 1/8"x 8' 1-MASTER BED 2'9 5/8" 2'6 23/32" 2'10 1/8" 2'7 11/32° 10"R, F 0014A ASW 2'9 5/8"x 2'6 23/32"x 1'6 1/8"x 8' 1 1-MASTER BED 2'9 5/8' 2'6 23/32" 2'10 1/8" 2'7 11/32" 10"R, F 0014E ASW 2'9 5/8"x 2'8 19/32" x 2'7 1/4"x 8' 1 1-MASTER BED 2'9 5/8" 2'8 19/32" 2'10 1/8" 2'9 7/32" 10"R, F 0015 AW251,V 1-HER CLOSET 2'4 3/8'-1 2'4 3/8' 2'4 7/8" 2'4 7/8" 0016 TW28510,AA 1-GREAT RM-TEMP 2'9 5/8" 11 6'0 7/8" IFz 10 1/8" 6'0 7/8" 0017 FWG6080, LS 1� 1-GREAT RM 5'11 1/4" 7'11 1/2" �— 6'0" 8'0" 0018 FWG3380, S 1� 1-GREAT RM 3'2" 7'11 1/2" 3'2 3/4" 8'0" 0019 Not Applicable, Not Applicable 1� 1-GREAT RM 0020 SHEPLEY LABOR TO SET UP FWG 1-GREAT RM WA WA WA WA FRAMES Andersen Andersen Windows -Window Schedule Report Andersen.' Project Name: BERNSTEIN STORM WN . Quote#: 017838 Print Date: 03/26/2008 Quote Date: 03/14/2008 iQ Version8.0 Page 2 Of 3. Dealer: Customer: NUCHAEL BERNSTEIN 216 Thornton Dr. Billing Hyannis,MA Address: 508-862-6200 Phone: Fax: - Sales Rep: ANDREA BOHIMFALK Contact: Unit Size Rough Opening In I nnafinn IAAA+k Height I.[ Adth 0021 S�H&EPLEY MULL LABOR TO MULL 1 1-GREAT RM WA WA WAF WA FWG W/LVL KIT 0022 3 PC. CLIST EYEBROW WHP PI IR 3W2H 1 1-GREAT RM WA WA WA WA 3/4"SDL UNIT 0023 FWH6080, PALR 1-DINING 5' 11 1/4" 7'11 1/2" 6'0" 8'0" 0024 FWH3180, S 1-DINING TO 1/8" 7'11 1/2" 1 3' 1" 8'0" 0025 SHEPLEY MULL LABOR TO MULL 1 1-DINING WA WA WA N/A FWH-FWH W/LVL KIT 0026 SHEPLY LABOR TO APPLY 6 9/16 EXT XJ 1-DINING WA WA N/A WA IL T47/8" 2'5 5 8" 3'4 7 8" 2'6 1/8" 0027 TW2432,AA 1� 1-LAUNDRY / / 0028 AW251,V I 2-BED 2 2'4 3/8" 2'4.3/8" 2'4 7/8" L 2'4 7/8" 0029 TW28410,AA 2-BED 2 2'9 5/8" 5'D 7/8" 2'10 1/8" 5'0-7/8" 0030 A21,V 1� 2-BATH 2 2'0 1/8' 2'0 1/8" 2'0 5/8" 2'0 5/8" 0031 A51,V 2-LOFT—TEMP 4' 11 7/8" 2'0 1/8" 5'0 3/8" 2'0 5/8" 0032 FWG5068, LS 1� 2-LOFT 4' 11 1/4" 6'7 1/2" 5'0" 6'8" 0033 FWG2968,S 1� 2-LOFT 2'8" 6'7 1/2". 2'8 3/4" 6'8" 0034 Not Applicable, Not Applicable 2-LOFT ][ 0035 SHEPLEY LABOR TO SET UP FWG 2-LOFT WA WA WA N/A FRAMES IF 0036 SHEPLEY MULL LABOR TO MULL � 1 2-LOFT WA N/A WA N/A FWG-FWG W/LVL KIT 0037 11 AW 21,V 1� '2-LOFT 2'0 1/8" 2'4 3/8" 2'0 5/8" 2'4 7/8" k 0038 OVL2030, F 1 1 2-BATH 3 2'0" 2'11 15/16" 2'0 1/2" TO 1/2" 0039 TW28410,AA 2-BED 3 2'9 5/8" 5'0 7/8" 2' 10 1/8"Ll 5'0 7/8"' 0040 TW 1846,AA 1-GARAGE 1'9 5/8" 4'8 7/8" 1'10 1/8" 4'8 7/8" 0041 TW2446,AA 1-GARAGE-TEMP 2'5 5/8" 4'8 7/8" 2'6 1/8" .4'8 7/8" 0042 TW24410,AA 2-GUEST BED 2'5 5/8" 5'0 7/8' 2'6 1/8" 5'0 7/8" Y� dessert Andersen Windows -Window Schedule Report Andersen.: Project Name: BERNSTEIN STORM A Quote#: 017838 Print Date: 03/26/2008 Quote Date: 03/14/2068 iQ Version$-0 Page 3 Of 3 Dealer: Customer: NUCHAEL BERNSTEIN 216 Thornton Dr. Billing Hyannis,MA Address: 508-862-6200 Phone: Fax: - Sales Rep: ANDREA BOHMFALK Contact: Unit Size Rough Opening 0043 TW 1836,AA 2 2-GUEST-BED 1'9 5/8" IF T 8 7/8" -IF1'10 1/8" 3'8 7/8" 0044 AW251,V 2-GUEST BED-TEMP 2'4 3/8" 2'4 3/8" 2'4 7/8" 11 2'4 7/8" 0045 TW24310,AA 2-GUEST BED 2'5 5/8" 4'0 7/8" 2'6 1/8" 4'0 7/8" 0046 AW251,V 2 1-GARAGE 2 4 3/8" 2'4 3/8" 2'4 7/8" 2'4 7/8" 0047 TW2446,AA 1� ADD-ON 2'5 5/8" 4'8 7/8" 2'6 1/8" 4'8 7/8" Project Comments: WEEKS LEADTIME W/EXCEPTIONS ONCE ORDERED-NO CHANGES ITEMS ARE SPECIAL ORDERED&NON-RETURNABLE Y,f i ® Engineering& ROBERT M. DE5R051ER5, F.E. �r Design Co., inc. Consulting Engineer �: 508-946-3561 155 East Grove Street root Office Box 649 Fax 508-946-1653 Middleborough, MA 02346 December 10, 2008 Project No. 2008-066 Mr. Michael Bernstein II 53 Congressional Drive Yarmouthport, MA 02675 3 r7uingsp In ection for Bernstein Residence Located at te Michele, Cummaquid,MA Mr. Bernstein: This is written to confirm that a representative of this office completed a framing E inspection of the referenced residence on Friday, September 19, 2008. At the time of inspection the,primary structural components and the building envelope were substantially complete. The framing scheme consists of engineered TJI floor joists and dimensional lumber G rafters supported by a structural steel beam and column grid augmented by LVL beams ridges, and headers. The framing had been completed in a workmanlike fashion consistent with the design intent of the plans prepared by Archi-Tech Associates, Inc. Dated April 2, 2008 and good construction practice. The size, orientation, and location and installation of the primary framing elements and specified means of connection met the design requirements. This office reviewed a proposed change in framing at the great room ridge and provided a detail for the steel beam there to bear upon the reinforced concrete block assembly at the main chimney. If you have any questions regarding this report, or if you require additional information, please do not hesitate to call. i 4 Very Truly Yours, J R RT M. Robert M. Desrosiers, P.E N 36770 $ CTVRAL 171-10-�� Fr). Dox 640-Ml,a&cftv.ro! ,H_MA 92,346 50,3-9465-3.561-Pax 150,5-946-165' 34.fi FILEBY elf SUBJECT ---J..........! i ..--J ........ .......... .......... ........... ........ ...... ...........- .. ........ 77 77 ................. 00 .......... .......... ............ ........ ......... 4--4� I II ........... ................ �A;o 7 .......... .. ........ ......... B,k 22076 P9285 JiLr32913 06-01-2007 S 03 0 07cs DEED I,MARCIA ELLIOTT,of Barnstable(Cummaquid) in consideration of $342,500.00 paid, grant to JONATHAN K. BERNSTEIN and JILL BERNSTEIN, Husband and Wife as Tenants by the Entirety of 12 Maurice Road, Wellesley,MA 02482,with Quitclaim Covenants, the land in Barnstable(Cummaquid),Barnstable County,Massachusetts, described as follows: LOT 3, as shown on a plan entitled"A/N/R Plan of Land No. 20 +No. 44 in Cummaquid, Massachusetts dated July 7,2006 prepared for Ms. Marcia Elliott 1"=40' by Craig A. Field,professional land surveyor, BSC Groups 349 Main Street, West Yarmouth, Massachusetts", recorded with the Barnstable County Registry of Deeds in Plan Book 613 Page 59, Also shown as Lot 3 on the Plan entitled"81-X plan of land Rue z Michele in Cummaquid,Massachusetts,Barnstable County, dated June 15,2005 prepared for Ms. Marcia Elliott by BSC Group"recorded with Barnstable County in Plan Book 600 Page 22. Together with rights to use Rue Michele for the purpose of serving said Lot 1�t as ways are commonly used in the Town of Barnstable. c For my title see Deed from Tai Elliott dated June 20,2005 recorded in Barnstable County Registry of Deeds in Book 19955 Page 74. Executed as a sealed instrument this 1 day of '5\;- , 2007. V M cia Elliott J STAT OF S L t , ss. d On thisAJ!!4 e day of .�?4— , 2007,before me -,,J (3, " the undersigned Notary Public,personally appeared Marcia proved to me through satisfactory evidence of identity which was Db _ A Elliott,MlllVS , to be the person whose n e was signed above in my presence, and who swore or affirmed to me that he/sh si ed it voluntarily for its stated ---� purpose. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 06-01-2007 a 03oc.pe32413 N Pu Ctl.: 1426 Fee: $1,171.35 Cons: $342►500.00 gg g pu{� KK iI EE Y Printed name of Notary Bp10S1&F EOUNfY i iff R OF DEEDS My commission expires: Da4e: 06-01-2007 a 03:07vn CLI.: 1426 Doc:: 32913 Fee: �7E0.90 Cons: $342,500-00 DAVID B. MURPHY NOTARY PUBLIC BARNSTABLE COUNTY Commonwealth of Massachusetts REGISTRY OF DEEDS BARNSTABLE REGISTRY OF DEEDS My January 5, Expires Jaanuary A TRUE COPY,ATTEST 2012 Mar ' 28 ' 2008 11 : 04AM No • 6318 P . 2/3 ParcerEdit Page X of 1 Pffi 5 -;:.ri.n,iiiS=',•Sii:?'pi.;:.. C"21 ._.._ .. _........ , i.oygrd In As. Friday, March 2S 2608 Frank Schlegel Pa rce i Application Center Road Svstem ReporLS Road System The record has been updated. Parcel Detail Parcel ID: 335069........._........... Sewer _._......._..._.................. T/R )- Devel Lot: LOT 3 Owner: FaERN$TEIN, JONATHAN K&JILL Co Owner Street: jj2 MAURICE RD City: IWELLESLEY State: MA Zip: ...U '*' village: Barnstable Location: R E MLCHEL�................ .. ...................................................._._............... Road Index: 1393 Pri Frontage! 277 r 9 r r r Secondary Road: Iqe ;,l Sec Index: 0000 Sec Frontage: Visions Location: 10 RUE MICHEL..E Last Updated 3/28/2008 10:47:00 A; --------------- No. Bldgs: 0 Account No: 247584 Lot Size (acres): 1.05 State Class: 1.1 Year Added-. Fire Dist: (1 1 i Deed Date., 6/1/2007 Deed Ref: 122076,1285 Land Value: �33�90`0 � Bldgs Value: 0 Extra Features: 0 ------------- Condo Complex: Building;1. Unit:(.... J ....._.. ... .... f " 4, RIDSE vatr OAP Si AI TIE TL R-` •81«N6LE9 SYY No,Cox myrtvp a 2%D9.16'OL. ZK4 CQlAR TPAe BRALKEr S Ib'OL. � TO •. a,.5. 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BLLE9TDrE PAVERS AT YIR001V LP51W: 11XS MG.Cp I±-W S.- •9004 CROWN M I% A ifE!•DS W PIEL09TOIE BAND 2x 11 V£NEBt AT WSBtl OI 1X6 N,Ps .Ix•IJTPIT A-I A ODOR CASING, B�MIN6 LASN6 YQQ-A NDW cR°YOIW '� �ABO\2 A- MCILax6 w Ixe roves aN a eLLraN6 TO SEE! -- - -- w A - -------- -------- ----- A Ir - LI@__ -_ ___ LINK! T BILLO __'C' b W 1]'ExT. . ___ !K OP FEAT/4 i' t III i I , LAUNDRY x 9 MECHANICAL/ 9 An '�"� . STORAbE {eP RID6B-Iib.:1ST]a4/6:_ _ _ _ o T•1'P 'B. ]-6 e -° TiB. -c aP avbE o A 9 p p s•� 2 Y ______ _____________ •=a -_-_ IWrta)RY/ - S 4 RX,'--S L'ymg�b'c i a I ANA ' .' GHNG./ II" Ell --------------------------------- I .. A _______________________ ________ _ - ra yw.s9yc e Y e FLOOR FRAM I N (5 m 4n SCALE, /a" I'-O' O N 4'•I 7'-10' 44' 4'4' N u �u V y(A -0 ' C F O U N I7 A T I ON PLAN FLOOR PLAN Xb ne9 - - - ---'-_--__.-----_ .AC` � co SCALE, 1/4• SCALE, I/4' . I'-O' °rofIX1Aa L! +ROOF ASSEMBLY 'M�� OBI PaMOA7M 61NERAL NOTES, wsa"L"NOTE! STRTLPAL M6H CMTMA PxraaOR MALL As9B•EILY ROOP F AM'%a,FOIE! N p w•� RCP OP IXTEYE MTE y �O E R -FILL HEW LaY.r@YS PALLS TO Be CO,W TO DD1me91 ®®___ gg• A. i3 A b•TNILK ON 24'xM'LONTHJM Ca1GRETE -ALL MV•LL9 TO 8E]x456 16• qI,L PVS/y EIm9 OP ECM9 TO BE •RAFTER TO PLAYS CONELnON FWTN6 W KEY;PROVIDE]MM5 OF 9 O.C.Ii44.e99 NOI®OTERWI9E1 -PIR9T BOOR 90 P9P LL (]J]1A WJ]%6S.YtUE%NTED - Rel y•TOP 4 BOTrOM q0 WALL.1•EFE Is mr M. -ENT.°1EATNINS TO CON&ST - -SILLS M BE(6�X6 per@ .INSTALL 51MP501 YD9'N1rWCANC V � 1E16NT TO Be APPROX.740'N•(RE°BR M - OP MN"I COX RYYIpOO. T®N(SS]]//�� x I22°rqL�O�,p WNOOMI IEAOgIg TO BE ]xlrS •:. SECnON9 POR RAIL MEWS) •WINWTEv£MCRK.R•11OM5 DOOR NAILID Wnl 0o BINS 1]LAl/K NNL9 S PNLFIOri B0.19• L yy (� ST W AT PALM RMiBR TO P.ATB BY•ANDaL9Bl'IIYSKP TO - AT L "T"0 ON TIPS" M pppN BOLTS W I!1'PLYYtlOp.I,fLEyj NpTQp ELEVAnONS PQ4 6WL1E PATTE OW - - PO�•BOfN re� ' CQ1ELnoN ro R�IST LPLIPr FORCES -SLLB To Se rx] "r5w¢TREAT®)W Swxw -S 'm FlDOR to SP Alm 8"SPAOIN6 ON iNE PIPLO A9 1V 3• -- ------ - -- (� L- �/.f C" 6ALVANRID STEEL ANLIIOR BOLTS.41.0'OL.MIN AND -ALL OVB4 30'O'LONG - OXD LL6.J015LS �1 Or t�'T •D'FROM GOPFER9.BOLTS 9wLL""AWL , -t@BR TO elEVATION9 POR WNOOMI - -PLYPCOp BNB19 TO$PPF'LI® TO BC U 9/4'X II Ti9• •RPPT@t TO NOSE LOWEOndI ro"OL.AT VL1Lifr/ ��ro•'073] RD.!ffIILLE ATT! ,J,JSLLON NORI�ONrALLT WRN VHinLAL.LTINiB BAn'RODlI ILINB V PUTS!AND EE PASTBED W IIT"PLAYSL B ERS .LOINfS TO 8E°TAdp DAMN.01• .Ppp•.IpE y{IO p 02 MPIL 2=6 O� �O Rl AND SWLLE PATTERNS 92'sen LIPTS<—sw SAYS). Y FRAN PO°pR�PPTEI nPDplM MAY BE TOE—i I TNElYS sNAu BE A MK aP 2 Bar+PEn du.wrt ro •Anlusro. ]o P°F �j , deOB DE O (E R TO SIT ON U•PH{BILL IO P9F PLY/tlOD 9N •PATN�EPGpRTUO�}39p ,/L 5 SCBIe Ae NOTED . BA9p•EIIT lI.AED TD B.'4'LONCREIL �11T AL•B•aY. O M A,A SLOP TE PI�P06E • -1 i (30GO PSUWW4/6x6W.4XIWR WRE -BOOR 95 P9P ' •ALL FMOt)Tp 6E 2tl0 9P.P. : dFa111T1:KMW OJBaa6'61°ELML•6VNPD�®°6RNA�IVa I!PSP .HORIZONTAL BLOCKINS MR NAILINS �j,�N01®/ AT 16-OC y]xobb RRII : `•1 N 7 (� LOFTAOI�TO NAK GR'/OGAOY - ro PROVIDED WITHIN N m CPItON B,ACPDSh T�WWIATELY -- ____. -..._...._... ._ .. .._.-- -.- _ TBV. ST - oulslc�R¢a9 aP xAm HaEe 16 4PP1L 2006 T Al •EAT.PALLS A I JF DL A� „.n„n-n•�.•�"r ImtMM LOAD~j%PALL - TTT�TO�TFEWR�APTµDt9° A MiEHIIIIM.M •AbBIFEp NINRaM BEAWN9 CAPACITY OP slx(bl IOD BINS SHANK NAILS rev, OP SOILS 2DDD P9P •To LLg,PIA sN9 N°Em wN�J01gTg . FO rOOTIFl6 TO EC PLPCBD IN PATER •INi.W'V.LN - 90 P� a W ao RIMS S,/AK NAILS,°"Ar PEW f•E _ ' Da rnom+saL °-IAci+as3^TIDdaTroN AxD roe • -LCTILREIE STRENBnr MN k A 9L00 PSI PU PLATES - -, ROOF F R A M N G FLAN P' AT]6 DAYS $ 1 9ND W4LL A99H•9.Y. A- J 17 SCALE, 1/4• = 1'-O" ■ ISSUED FOR LONSiRUCIION Bm Ii of I-r 1 SOIL TEST PIT DATA: DISTRIBUTION BOX DETAIL. 2--COMPARTMENT SEPTIC TANK DETAIL: LE iuil-• NOT TO SCALE REVISIONS 1 ,500 GALLON 4" PVC PIPE D-BOX N0. DATE DESCRIPTION P-11005 P-11005 P-11756 P-11756 N0. OF OUTLETS 5 NOT To scALE 00 0 0 00 0 0 �0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 1 2/11/08 ADD DIMS. TEST PIT #1 TEST PIT #2 5. INLET AND OUTLET TEES TO BE CAST IRON, 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 T TEST PITZ- TEST PIT FINISHED GRADE NOTES: 1. SEPTIC TANK SHALL BE STEEL o 0 00 000 I+ GRD. EL. GRD. EL. 36.76 GRD. EL. 37.23 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 0 0 OBS. PORT o 0 0 41.00 39.24 GRD. EL. L 0 EST. H, GW I! A EST. HIGH GW. N/A EST, HIGH GW. 28.76 EST. HIGH GW. TEES TO BE CENTERED UNDER MANHOLE COVER. 0 0 r-----------29-23- COVER ABLE I 2" WALLS 2 UNLESS UNDERPAVEMENT, DRIVES OR 6. 6. RECOMMENDED MANUFACTURER-ROTONDO OR o0 0 °0 0 ° 00 50" 12' o 4 UNITS HIGH DENSITY ° o r v r TRAVELED WAYS, WHEREIN H-20 LOADING APPROVED EQUAL. 00 POLYETH ENE INFI TRATOR 3050 ° ° q A/L q A ti, ... ,�.w,. ,,..v....;;:y.:.' 2" SHALL APPLY. o 0 0 LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND 10YR 3/3 10" 10YR 3/3 18+. 10YR 3/3 18" 10YR 3/2 l2" 3 CALL PIPE ONSTRUCTIONNSHAIOLL BE WATERTIGHT o 00 0 0 00 °0°0 0° °o° °o° °0°0°0° °o° °0°0°0°0°0 °o° °0°0°0 GENERAL NOTES: B B '- 15' 4. FILL ALL UNUSED KNOCKOUTS WITH 1. THIS PLAN IS FOR DESIGN AND B B LOAMY SAND 2-24" DIA C.I. (60# MIN. MANHOLE COVERS 2 15 1 15 CONSTRUCTION OF THE SEWAGE LOAMY SAND LOAMY SAND LOAMY SAND 8 MORTAR. 10YR 6/6 10YR 5/6 10YR 5/6 " -- - 10YR 6/8--- " 6" 5,5" OUTLETS TEE TO BE UNDER BROUGHT TO FINISH GRADE PLAN VIEW 35 LEACHING CHAMBERS DISPOSAL FACILITY ONLY. 53" 36" 30 30 "''�"''+'�`'' yc M.H. OPENING 12" MIN. 2. ALL CONSTRUCTION METHODS AND C1 EL = 34.26 EL = 34.73 �va� o oe o y a o�C `b'a T 0 R 111 3" MATERIALS SHALL CONFORM TO MASS, S. CLAY LOAM °� '��a° �� ' " ' ' �-- 2" D.E.P TITLE 5 AND LOCAL BOARD 10YR 5/6 Cl BOTTOM ON LEVEL �� RAISE M.H W� 4' OF HEALTH REGULATIONS. " MED. SAND STABLE BASE 6" MIN. 3 4" TO 10'-6" SEWER BRICK r + LOAM & SEED DISTURBED AREAS 3. ALL PIPES LOCATED UNDER PAVEMENT 80 1 1/2" CRUSHED & MORTAR _ Cl 1OYR 6/3 CROSS-SECTION 10'-0" NORMAL WA LEVEL 12" 3� MAX. COMPACTED FILL 36 MAXIMUM 12 MINIMUM OR TRAVELED WAY SHALL BE SCHEDULE C2 STONE BASE MEDIUM SAND S. CLAY LOAM ; 10YR 6/6 ,+ " r 3" 00°0o°000° °0°0 000 0°0 3" LAYER 40 OR EQUAL. 1OYR 7/3 52 50 4. THERE ARE NO KNOWN PRIVATE WELLS 105" 108" NOTES: 10" 20" PEASTONE PERCHED PERCHED PRECAST SEPTIC TANK• I Q Q OD HIGH O OO O LOCATED WITHIN 150 FT. OF THE C3 EL = 30.24 " 1. DIST. BOX TO WITHSTAND H-10 LOADING INLET TEE 4'_g" 30" T„ O V Q DENSITY OQ Q Q REMOVE PROPOSED LEACHING FACILITY NOR S. CLAY LOAM WATER 96 WATER 96 30 1/2 UNLESS UNDER PAVEMENT, DRIVES OR _ - _ 24 Q O POLYETHYLENE Q UNSUITABLE ANY KNOWN WELLS PROPOSED WITHIN 10YR 6/6 - " 5�-2" 4'-6" 5'-4" O O " TRAVELED WAYS. _ - 4-0" MIN. W So ON _ EFFEC. �Q INFILTRATOR 3050 0 O MATERIAL AROUND 150' OF ANY KNOWN LEACHING FACILITY. 112 C2 C-1 98 `y - ? LIQUID DEPTH ounr� J '`` DEPTH OQ Q LEACHING O O IF APPLICABLE 5. WITHIN LIMIT OF EXCAVATION REMOVE L = MED. SAND MED. SAND �_ 2. PROVIDE INLET TEE OR BAFFLE WHERE 5�_8" i V O C4 10YR 7/3 1 OYR 7/3 PRECAST DIST. SLOPE OF PIPE EXCEEDS 0.08 FT./FT « CONS! 1 CHAMBER O ALL TOPSOIL, SUBSOIL AND OTHER C-2 x 3/4" - 1 1/2" IMPERVIOUS MATERIAL. MED. SAND FINE SAND BOX 3.5'-541GAL :`; ii��� cv 6'-930GAL 1 OYR 6/3 10YR 7/3 3. FIRST TWO FEET OF PIPE OUT OF DIST. ,. , ... .. 47" _- 50" - 47" WASHED STONE 6. REPLACE ALL EXCAVATED MATERIAL WITH " " BOX TO BE LAID LEVEL. �``-��`'= ''~�`'` CLEAN GRANULAR SAND, FREE FROM ORGANIC NO G.WATER ., NO G.WATER " EL = 26.76 120 EL = 27.23 120 0� o• 12 MATERIAL AND DELETERIOUS SUBSTANCES. 180 168 �a BOTTOM ON LEVEL STABLE BASE Ow 3" 22' MIXTURES AND LAYERS OF DIFFERENT CLASSES EL = 26.00 EL = 25.24 4. ALL PIPE CONNECTIONS AND CONCRETE c PLAN VIEW Ui+// �Y/l /\ OF SOIL SHALL NOT BE USED. THE FILL SHALL DATE: DATE: DATE: DATE: 7 1/2 CONSTRUCTION SHALL BE WATERTIGHT. 6" MIN. 3/4' TO CROSS-SECTION OF CHAMBER 5 10 07 1 1 2" STONE CROSS-SECTION VIEW NOT CONTAIN ANY MATERIAL LARGER THAN 5 10 07 VI w MAY 9 2005 005 � � PLAN E / MAY 9, 2 / / 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. TWO INCHES. A SIEVE ANALYSIS, USING A #4 TEST BY: TEST BY: TEST BY: TEST BY: BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 45% DESIGN CRITERIA. BY WEIGHT OF THE FILL SAMPLE MAY BE WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: PAGE 95 TOWN OF BARNSTABLE IREGULATIONS RETAINED ON THE #4 SIEVE. SIEVE ANALYSES DON DESMARAIS R.S. DON DESMARAIS R.S. DON DESMARAIS R.S. DON DESMARAIS R.S. BOOK 2lro, ALSO SHALL BE PERFORMED ON THE FRACTION PLAN - VIEW REQUIRE ENGINEER TO (CERTIFY SYSTEM, OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: _ PLp,N Z DESIGN FLOW: ANALYSES MUST DEMONSTRATE THAT THE --- N22• SCALE: 1" = 20 FEET CONTRACTOR TO GIVE 41-8-HOUR NOTICE MATERIAL MEETS EACH OF THE FOLLOWING NA-MIN./INCH _NNE-MIN./INCH - 2 MIN./INCH -2 MIN./INCH \ \ 38'5o"E 60.58, PROPOSED TO ENGINEER FOR EXCAVATION INSPECTION 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. SPECIFICATIONS: SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR \\ \ \ \ 1 RETAINING WALL 1009e MUST PASS #4 SIEVE \ ' 1 52238'S0"W 47.5s 0 10 20 40 FT. AND FINAL SYSTEM INSPECTIONS REQUIRED SEPTIC TANK: TWO COMPARTMENT (4.75 mm EFFECTIVE PARTICLE SIZE) MARK DIBB. P.E. MARK DIBB, P.E. MARK DIBB, P.E. MARK DIBB, P.E. \ \ 10%-100% MUST PASS #50 SIEVE w ` ' I / (0.30 mm EFFECTIVE PARTICLE SIZE) SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: \ - �- _ ' / s24• 440 X 200% = 880 GAL. 0%-20% MUST PASS #100 SIEVE Na NA l 1 �\ \ \ \ \ N o ( -- o5'4s"w 8148' SEPTIC TANK PROVIDED: = 1500 GAL. o�5% MUST EPA PASS 00 SIEVE VE E SIZE) - L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. \ \ \ \ 3 - PROPOSED 1ST COMP=930GAL 2ND COMP=541 GAL (0.075 mm EFFECTIVE PARTICLE SIZE) NA G.P.D. SQ.FT. NA G.P.D. SQ.FT. 0.74 G.P.D. SQ.FT. 0.74 G.P.D. SQ.FT. \ \ \ \ N F CABANA 7. EXISTING UTILITIES WHERE SHOWN / / / / \ s \\ \ \\ \ HAN! K. & JILL. B€-RI�1S_ TEIN � SLAB=41.3 IN THE DRAWINGS ARE APPROXIMATE. � � � THE CONTRACTOR SHALL BE RESPON- HIGH GROUNDWATER COMPUTATION INDICATES \\ \\ \ \ \ \ I \ w ASSESSORS MAP 335 - �` .� s2405'45" 03+ SIZE OF LEACHING FACILITY REQUIRED: - j ►'V 165, SIBLE FOR PROPERLY LOCATING AND (BASED ON TP#2 (5/10/07) \ \ \ \ ( \ pc PARCEL 69 & 70 ` _ 41 DESIGN PERC. RATE: <2 MIN. INCH COORDINATING THE PROPOSED CON - (BASED ESTIMATED INDICATES \ \ \ \ \ \ \ \ \ I 45 933f S.F. 1 \ \ / STRUCTION ACTIVITY WITH DIG-SAFE SEASONAL HIGH PERC. \ \ \ \ \ \ \ \ I I \ AND THE APPLICABLE UTILITY PERCH WATER ELEVATION 29.23 GROUND WATER TEST \ \ \ \ {.� 1.05f ACRES rn -� _ \ _ �- _ LONG TERM APPL. RATE 0,74 G.P.D/S.F. ADJUSTMENT NOT REQUIRED PER \ \ \ \ \ \ VEER BOOK 22076, PAGE 285 1 / _ G THE EXISTING UTILITY SYSTEM MPANY AND NN SERVICE. GROUNDWATERQ \ \ \ ` PROPOSED SECTION 360-18(8) OF THE TOWN OF BARNSTABLE INDICATES \ \ \ \ \ � t POOL I 4c�----� �� _ BOARD OF HEALTH REGULATIONS. GROUNDWATER �_- OBSERVED INDICATES \ \ \ \ \ \ \ 1 / � `- ''-- 440 GPD 0,74 GPD/SF 596 S.F. DIG-SAFE SHALL BE NOTIFIED PER F \ \ \ \ \ \ PROP. \ I TP#2 TP#8 �____/'� ,I - _ THE STATE OF MASSACHUSETTS OBSERVED DURING THE WETTEST SEASON OF THE GROUND WATER UNSUITABLE \ \ \ \ \ \ J \ \ I DECK PROP. \� ` I / �� --3f STATUTE CHAPTER 82, SECTION 409 YEAR MATERIAL \\ \ \\ \` \ \\ \ \ \ \ \ PORCH PROP. PROPOSED '// 1 `� /� / AT TEL. 1-888-344-7233. THE \ \ \ \ \ \ FENCE o „� SIZE OF LEACHING FACILITY PROVIDED: ENGINEER DOES NOT GUARANTEE • DECK s, / / _ THEIR ACCURACY OR THAT ALL PROFILE: NOT TO SCALE s \ \ \ \ \ \ \\ P ' - I \ ' " 4 . / // / 440 GPD 0,74 SF/GPD - 596 S.F. UTILITIES AND SUBSURFACE STRUCTURES �\ \ o \ PROPOSED ARE SHOWN. LOCATIONS AND ¢2.p D-BOX / -�2.`� /"'` / / ELEVATIONS OF UNDERGROUND UTILITIES EL.= A I l J r`7 / / USE HIGH DENSITY POLYETHYLENE TAKEN FROM RECORD PLANS. THE FIRST PIPE LENGTH TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL \\ 1 \ \ \ \ / \X.. "'�1 �ITPMP#2 \ (\ `\ PROPOSED _ // LEACHING CHAMBERS(4 UNITS) 12'X2�X35' CONTRACTOR SHALL VERIFY SIZE, EL.- 42.0 6" OF FINISHED GRADE. FOR MIN. 2' \ �1 \I o \ \ CLEAN OUT r� o/ = PR,0kSEID / LOCATION AND INVERTS OF UTILITIES _ DWELLING TP / �W / FINISH GRADE \ ( �, 1\ 'b N \ `� _ - / /35'X12' /� / AND STRUCTURES AS REQUIRED PRIOR EL.=X 1 o _ _ TOF 42.7 /p/ \ , 1 �-� 1\ _ h i / S.A.S. SIDEWALL = 2(12 +35 ) X 2 = 188 TO THE START OF CONSTRUCTION. 4" PVC SCH 40 \ , 1 ` 1\ `\ `� \ z - _ _ PROPOSED /"'0 / ' / / / BOTTOM - = 12' X 35' _ 4c0 i 4" PVCA \ \� 1 1,500 GAL / / LEACHING CHAMBER \ \ 1 -<� s► \ •�.I la l / 8. THIS SYSTEM IS NOT DESIGNED FOR SCH 80 4" PVC SCH 4 \ , \ 1 i 1 \ 1 1 0 1 \ \ 2-COMPARTMENT 37 / �� / o / / / 6OBS.F. THE USE OF A GARBAGE GRINDER. \ i \ / 1 1 1 SEPTIC TANK A GARBAGE GRINDER I NOT r DE S O I=B I=D t=G \ 1 \ 1 \ 1 \ �1 \ �\ J / / / ` 608 S.F x 0.74 GPD/SF - 449GPD \ , , ` I \ \ 20 0' /,`J� / /�� � r"ni RECOMMENDED DUE TO RECOGNIZED \ ADVERSE IMPACTS TO THE LEACHING = I=E H \ , 1 1 ` 4 ROPbSED\ , � 'T / 7 FACILITY. I C \ pp , / 9 OUTLET 1=F - i DIST. BOX 6.1' SEPARATION o ' , �"'� �/ \ SL�QB 42k /� / / 9. EXITING INVERTS ARE TO BE CHECKED BY 1500 GAL. SEPTIC TANK N \ ` .•�Ir Q ¢2 I a/Nc / / THE CONTRACTOR PRIOR TO CONSTRUCTION. \ 2 HIGH GROUNDWATER 1 , i''� I l I-EST. _ \ \ Dc 0. THE ENGINEER I T E S BE NOTIFIED F ,- / 0 IED O ,� �✓ , LOCUS INFORMATION ANY FIELD CHANGES THAT MAY BE REQUIRE N, 39- / _ ! i CURRENT OWNER: JONATHAN K. BERNSTEIN �g INVERT ELEVATIONS - _ _ v _ _ \ \ 4� � vs 41.5 / }f� "' /// & JILL BERNSTEIN00m, ... . TOP OF FOUNDATION 42.70 A �P of M q°ti VE _ �g� TITLE REFERENCE: DEED BOOK 22076, 285 ' •; , _. r , s v> \ o MARK D. G �1 W \ \ d I '1 CABANA SLAB 41 .30 A N is - \ PLAN REFERENCE: PLAN BOOK 600/22 & 613/59 349 klain Street (R'f. 28) Unit U 4 INVERT AT DWELLING 38.24 B CNIL co (5.i \ \ W. Yarmouth Massach�lsctts No.a5�J37 -� �N N ! \ 1 \ ASSESSORS MAP: 335 02673 4" INVERT AT CABANA 39.30 B �� ��„ Qe4 �Q - _ _ _ _ --} a , �_ / \ 1 � -,�W \ �. +�, �\ \ -- / PARCEL: 69 & 70 508 .,- „ ` `° v ' / J S�1 rs1rJ b• k V -J l 38.00 C NAL _ 1 Q T SEPTIC TANK N _ / � \ '� 4 INVERT A SE , ( ) - z \ / " \ ZONING DISTRICT: RF-2 4" INVERT AT SEPTIC TANK (OUT) 37.75 D `ll /,,� - �s7 a` 1 �-- SETBACKS: FRONT 30' PROJECT TITLE: 37.57 E / a8 - - -- - - - _�-/ A �9s ss >o / �_ \ z\ \ 4 INVERT AT DIST. BOX (IN) Z�/�/Z� - - - _ 46 - -� ;� iJ' -� ¢2. \ \ - RED AR 15' �'�1ELEC. \ - . . /1j I 4 INVERT AT DIST. BOX (OUT) 37.40 F UBox DESIGN FOR 5p, MINIMUM LOT SIZE: 43,560t S.F. INVERTS AT LEACHING FACILITY: , �e/T/c i l ' q \ , Ou EXISTING LOT AREA: 45>933t S.F. SEWAGE DISPOSAL _ - - I / \ OVERLAY DISTRICT: OLD KINGS HIGHWAY 4" INVERT AT BEGINNING s� _ _ � ' � � � '° �� �, 27q.6+ � ._ 2O"t 73 10' ' \ NITROGEN SENSITIVE SYSTEM R 37.33 G .� w OF LEACHING CHAMBER qwo� _ , FIELD o+ - ` r f7c 1 R=25. C i \ No.38M GAS /T/c � �a L=23. ZONE: NOT A ZONE II ELEVATION AT BOTTOM ,, GAS GAS --___ / GAS -_.._ ,,� FEM A FLOOD T GAS G R _�' F/T ' _ o ZONE DISTRICT: "C" DATED 7 2 92 OF LEACHING CHAMBER 35.33 H 5 �- �,1 �e- / / 6$ i \ ,E _ _-- / PANEL #250001 0001 D -�. - PERCHED -.. r 29.23 J `�, _ _ - - RUE MICHELE GROUNDWATER - '- \ w. _ _t. _ �I e - �'� LOCUS PLAN . NO SCALE GAS /C CUMMAQUID Gas .��w-'" .., ( 1F /c /t \ � Fi \ �AS - S -� M C/T/c M ASSACH U SETTS GAS 70 DATUM: 8AClCFILL Y _r �y� w� - m � -, -� I. d• Q \ . 1] VERTICAL DATUM: ASSUMED -< PREPARED FOR: BENCH MARK SET: PK NAIL IN PAVEMENT. ELEV 48.70 DAMP- 0 045 . PROOFING �" � c-� MICHAEL BERNSTEIN `� ' \ �q Z = 0 o MB HOME IMPROVEMENTS, INC. - RAINING-� SLAB S Z I"rl -,1 -� N FREED \ o � 53 CONGRESSIONAL DRIVE z g GRANULAR �1 `, r LOCUS U S O L D I E � o _ f'"1 -< q S �7 t�1 Y R M „ MATERIAL � A OUTH PORT MA 02675 o o° a'° .6' a. NOTE. " \\� �� � w (508) 362�9966 REQUESTED: N oo D = DRAIN 12 BELOW CELLAR FLOOR ALONG VARIANCESCEMENT BOTTON OF FOUNDATION AROUND HOUSE N p g COVE INTO 6 DIAMETER DRYWELL. REMOVE ALL - -I C ° . a A. LOT 2 qS = DATE: DECEMBER 19, 2007 • e UNSUITABLE MATERIAL UNDER DRYWELL TO # BAY COLONY RR NONE GEOTEXPLE °� ° a VAPOR MEDIUM SAND & INSTALL RISER TO GRADE. RUE MICHELE, LLC. COMP. DESIGN: K. HEALY FILTER SLEEVE 00 g CHECK: M. DIB • . . _ ASSESSORS MAP 335 B BARRIER DP- DRAIN LINE TO PICK UP ALL DOWN SPOUTS ASSE PARCEL 67 & 68 ALONG HOUSE AND GARAGE TO FLOW INTO 6 DRAWN: K. HEALY " 4" MIN. FOOTING DIAMETER DRYWELL DOWN TO MEDIUM SAND 44,752t S.F. 6 FIELD: D. GAZZOLO J. McCART1N WITH RISER TO GRADE. 1.02t ACRES / FLOOR PLANS. 4 MIN: s 9" MAX. DEED BOOK 19955, PAGE 73 4" SLOPE DRAIN TO SUMP ourFALL SUMP PUMP WETWELL TO BE CAST IN BASEMENT FILE N0. 8828SL-4.DWG SEE ATTACHED DRAIN FOOTING DRAIN (D) SLAB. DWG N0. 5626-07 SHEET 1 OF 1 NOT TO SCALE MARCI JOB NO. 4-8828.01 I II 'I I I I I i I PAGE RECEIVED AtflO RECORDED 6A LOCUS INFORMATION -� -+ � 11006 NOV -g A 10-- 3 q -c � ! CLERK OF THE TOWN OF BARNSTABLE tj x 2 ARN TABLE PLANNING BOARD HEREBY CERTIFY THAT THIS PLAN WAS SUBMITTED TO THE E. TY z LOCUS = N B S t)S PLAN REFERENCE: PLAN BOOK 600, PAGE 22 Q [a APPROVAL UNDER IVISION PLANNING BOARD ON AND THE BOARD HAS FAILED TO ACT'UPON SAID PLAN WITHIN THE FOURTEEN DAYS ASSESSORS MAP: 335 ;0 m .c CONTROL LAW NO REQ IRED THEREAFTER AND THEREFORE, THE PLAN IS DEEMED NOT TO PARCEL: 71, 72, 73 & 74 70 REQUIRE APPROVAL UNDER THE SUBDIVISION CONTROL LAW. ZONING DISTRICT: RF-2 3 SETBACKS: FRONT 30' • DATE: CLERK:_._ SIDE 15 BAY G[]L.ONY RR s REAR 15 r— MINIMUM LOT SIZE: 43.560 S.F. OVERLAY DISTRICT: OLD KINGS HIGHWAY 6 OVERLAY DISTRICT: AP FOR REGISTRY USE ONLY NITROGEN SENSITIVE LOCUS MAP: NOT TO SCALE I CERTIFY TO THE BEST OF MY 9b ZONE: NOT A ZONE 11 PROFESSIONAL KNOWLEDGE, INFORMATION . AND BELIEF THAT THIS PLAN CONFORMS pAO� FEMA FLOOD TO THE RULES AND REGULATIONS OF' ZONE DISTRICT: *Cr, DATED 7/2/92 THE REGISTRY OF DEEDS. PANEL #250001 0001 D DATE: FIE 0 :000,010001 NO DETERMINATION AS TO COMPLIANCE WITH THE ZONING ORDINANCE REQUIREMENTS HAS BEEN MADE OR INTENDED BY THE ABOVE ENDORSEMENT. + CONCRETE 0 53 of. / A 7 7 a � Zp C- c� -,��.� I .I. 6 BOUND N1p'A4 FOUND PROFESSIONAL LAND SURVEYOR DATE V THE INTENT OF THIS PLAN IS TO REVISE THE COMMON LINE BETWEEN LOT 4 & LOT 5 ON PLAN BOOK 600, .PAGE 22 A/N/R INTO LOTS 4—A AND LOT 5-A AS SHOWN HEREON. PLAN OF WETLAND DELINEATION BY NORMAN W.F THE BSC GROUP INC.HAYES, PWS 0 � �o► ♦ LAND coo N/F \ \ LOT #1 #4039 MAIN STREET h MEADOW MHB POND, INC. CARYIV SAMUELL., TRUST BOUND \\ r`q\ #20 & #44� + ASSESSORS MAP 335 FOUND �\ ASSESSORS MAP 335 �p• PARCEL 58 � � ''9� \ PARCEL fi5 & 66 ` �\ � \ MICHELE S, � RUE IN V4A �__.. CUMMAQUID LOT #2 souNDETE ?�-' .. y'�'y� MASSACHUSETfS N/F ,�ONr1gQE� i a� �11fc ,titr. �� RUE MICHELE, LLC FOUND — r BARNSTABLE COUNTY) v.. _ ASSESSORS MAP 335 PARCEL 67 & 68 = ,.. AL Np�R CONS �•' g4 6� . •/"�a1Yc PIPE '1L` �1SIc JV�..Y 7 2006 AL AL 411, 50.p0 r- '-- pR1� 50�W pREP` ,i4� ' I`. ,�II� ,11te N �, 2 . W10 .• 4 pPE 27p 55,. r -' (•40�.�-r-,,•r• 51 SN '� a N/F W #4061 MA114 STREET N F 'coo p" �'' ` _�►► ..- 1 JEAN Kh;OEBER / cc 4'445 r '� 6'• ASSESSORS MAP 335 • MEADOW POND INC. •11 '� O �' •.— .,,✓ ` A0• y y o, PARCEL 28 ASSESSORS MAP 335 O 39 4 •- ,,.� PORTION OF PARCEL 29 y'1 6 , R=25.00 16`� d"Wr,,.�5g 12 �, ty #20 �. L-23.78' 4' W ?s — - 6.99 ,�, 50 LOT #5 A a,, R�63 ..-� 1 S14 4A N F L 144.81 .--' REVISIONS: 98.37 ~--------~•"' �' �y'• MARCIA ELLIOTT N0. DATE DESC. r -- ..�----— W �� ASSESSORS MAP 335 V UNDER S27'46'20W y_ -- 4.1T . � ( CONSTRUCTION) ,_.,..� L ��s��+ PARCEL 73 & 74 • SEE PLAN 800K �+ \ ON} �� �� .,,.,,,._. � R�76,g9 •jam.��,, ', 57,678E S.F. .��. .a► �.. _. ._ .__. ..._.__. ~"�" sgg.73r 1.32E ACRES 599, PAGE 20 N2T46'20"E 98.37 — t44 ` �i• ` R�76'99 LOT #4—A • DEED BOOK 19955, PAGE 75 < ; 3,500t S.F. WETLAND 073 MAIN STREET N/F 54,178E S.F. UPLAND F �,►� — RUE MICHELE, LLC \ 1.24E ACRES HELEN T. WATTS iNG• R-25.00 ASSESSORS MAP 335 1 Ow POND ���'• 'Q L=23.78' PARCEL 71 & 72 ASSESSORS MAP 335 MEN ?'Sp 43,872E S.F. \ PARCEL 2 Ow 8.10 pptl0 ANC' �•40- L� 1.00E ACRES y 53 539fFA.S•F� UPLAND M6P0 LOT #3 � � DEED BOOK 19955, PAGE 73 �,rsB. � 1.23E ACRES PREPARED FOR: N/F MARCCA ELLIOTT t3 rn • s,<'F Ms. MARCIA ELLIOTT N F ASSESSORS MAP 335 c o• SH. FA. 18.31 241'17 P.O. BOX 76 MEADOW POND INC. PARCEL 69 & 70 30 WINDWARD WALK ASSESSORS MAP 335 Z m N21 g''l0"E HARVACH PORTION OF PARCEL 29 MA 02645 N ,. ,t7 40 #4083 MAIN STREET �: 2+�g•92 N19 3 BEVERLY A SWEENEY ASSESSORS MAP 336 PARCEL 53 ;9BSC 19'3540"E ���� 60.58 t�i 47.59 .38�g0"E 349 Main Street,Unit D 2 . w5o"W N2 N/�' 522 3 W.Yarmouth Massachusetts CONCRETE 246•51 #AR93 MAIN STREET MAI2SHA AUBRANDINI 02673 "W ASSESSORS MAP 335 508 778 8919 FOUND S24'Q5 45 49.83' PARCEL 26 524•0645"w 2006 The BSC Group, Inc. SCALE: 1" _ 40+ 0 5 10 20 was 0 20 40 80 ter PROD. MGR.: C. FIELD FIELD: D. GAZZOLO / J. McCARTIN + CALC./DESIGN: K. HEALY ' DRAWN: K. HEALY CHECK: . C. FIELD FILF: 8828—ANR DWG. NO: 5626-02 JOB. NO: 4-8828.00 SHEET 1 OF 1 i I F . SOIL TEST PIT DATA: DISTRIBUTION BOX DETAIL: 2--COMPARTMENT SEPTIC TANK DETAIL: LEACHIN DETAIL: NOT TO SCALE REVISIONS P-11005 P-11005 P-11756 P-11756 NO. OF OUTLETS = 5 NOT TO SCALE 1 ,500 GALLON 4" PVC PIPE D-BOX N0. DATE DESCRIPTION TEST PIT -#7 TEST PIT 98 TEST PIT -#1 TEST PIT #2- 0 00 0 000 O O 0 O 0 O° O 0 0 0 0 0 0 0 0 0 1 2/11/08 ADD DIMS. FINISHED GRADE NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, 0 o 0 o 0 o 0 0 0 0 0 p O 00 0 O 0 0 0 o 0 p 0 p o GIRD. EL. 41.00 GIRD. EL. 39.24 GIRD. EL. 36.76 GIRD. EL. 37.23 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. °0 °° 000 N A r,____ � 29_23 ' REM p OBS. PORT o O EST. H. GW.�_ - EST. HIGH GW. N A EST. HIGH GW. 28.76 EST. HIGH GW. _ COVER UNLESS I 2 WALLS 2. SEPTIC TANK TO WITHSTAND H-10 LOADING DES TO BE CENTERED UNDER MANHOLE COVER. ppp O p f� ° o° 50" 12' UNLESS UNDER PAVEMENT, DRIVES OR 6. RECOMMENDED MANUFACTURER-ROTONDO OR o° 4 UNITS HIGH DENSITY ° o A C t A L A A ti +••�.ti:w..'•ti:w••••i w.:•'' 2" TRAVELED WAYS, WHEREIN H-20 LOADING APPROVED EQUAL. ° o LOAMY SAND LOAMY/SAND LOAMY SAND LOAMY SAND SHALL APPLY. Oo 0 POLYETHYLENE INFI TRATOR 3050 ° °o T Tp 0 O O 00 O O o O p O p 0 0 0 p O p 0 0 0 O O O p O p 0 „ ., 10YR 3/3 „ lOYR 3/2 " 3. ALL PIPE CONNECTIONS AND CONCRETE o 0 0 0 0 0 0 ° o 0 0 0 0 0 0 0 ° o 10YR 3/3 10 10YR 3/3 _ 18 _ 18 , 12 CONSTRUCTION SHALL BE WATERTIGHT. GENERAL NOTES: LOAMY SAND B LOAMY SAND LOAMY SAND `i T 15" 4. FILL ALL UNUSED KNOCKOUTS WITH _ 1. THIS PLAN I MIN) 2 15 1 15 S FOR DESIGN AND LOAMY SAND „ 8 MORTAR. BROUGHT TO IFIN SH GRADEMANHOLE COVERS F - , CONSTRUCTION OF THE SEWAGE 10YR 6/6 10YR 5/6 10YR 5/6 10YR 6/8 � 6 5>5" oUT1.ETS :. „ „ " --------- " TEE TO BE UNDER 35 DISPOSAL FACILITY ONLY. 53 36 30 EL = 34.73 30 _T_ '�e'�°�s T M.H. OPENING 12" MIN. PLAN VIEW - LEACHING CHAMBERS 2. ALL CONSTRUCTION METHODS AND Cl EL = 34.26COVER S. CLAY LOAM '��� �� °bib ► L_ 2" d,;� ,w 4w 3 MATERIALS SHALL CONFORM TO MASS. 10YR 5/6 Cl BOTTOM ON LEVEL �� RAISE M.H W�L.. 4" LOAM & SEED DISTURBED AREAS D.E.P TITLE 5 AND LOCAL HEALTH REGULATIONS. BOARD „ 6" MIN. 3/4" TO 10'-6" MED. SAND STABLE BASE " CRUSHEDSEWER BRICK �• • • ; C2 80 S. CLAY LOAM 77.7,77 Cl 10YR 6/3 CROSS-SECTION STONE BASE 10'-0" do MORTAR NORMAL WA LEVEL 12" 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIMUM 3 ORL PIPES LOCATED UNDER TRAVELED WAY SHALL BE SCHEDULE ENT MEDIUM SAND 10YR 6/6 r " �. 0 ° 0 0 0 ° pO° ° 0 ° ° ° " 4. THERE ARE NO KNOWN PRIVATE WELLS 10YR 7/3 105" � � 108" 52" 50" NOTES: � 11 10" 3 20" ° ° ° ° °p° HI H ° ° °°O ° ° PEASTONE 40 OR EQUAL. EL = 30.24 PERCHED „ PERCHED " 1. DIST. BOX TO WITHSTAND H-10 LOADING PRECAST SEPTIC TANK 1 INLET TEE " C3 �� T. O � G O 00 O LOCATED WITHIN 150 FT. OF THE S. 10YR 6/6M WATER _ 96 WATER - 96„ 3O 1/2 _ - _ " 4-9 ' " " „ Og DENSITY O p0 O REMOVE APROPOSED LEACHING FACILITY NOR NY KNOWN WELLS PROPOSED WITHIN UNLESS UNDER PAVEMENT, DRIVES OR =' 30 24 o OO POLYETHYLENE O UNSUITABLE „ C2 C_1 98 TRAVELED WAYS. 5-2 4'_6" a 5_q EFFEC. 00 INFILTRATOR 3050 O MATERIAL FOR 112 N _ 4'-0* MIN. 90•eew ow Q O � O 150' OF ANY KNOWN LEACHING FACILITY. L = MED. SAND MED. SAND _ \ 2. PROVIDE INLET TEE OR BAFFLE WHERE - - K == LIQUID DEPTH our I DEPTH LEACHING 0 5' ALL AROUND C4 1OYR 7 3 1OYR 7 3 " «00N1R0LI O 0 O IF APPLICABLE 5. WITHIN LIMIT OF EXCAVATION REMOVE / / FINE SAND �, PRECAST DIST. SLOPE OF PIPE EXCEEDS 0.08 FT./FT 5_8 '� 3.5'-541GAL :: CHAMBER O ALL TOPSOIL, SUBSOIL AND OTHER MED. SAND Box N :: 6'-930GAL 10YR 6 3 10YR 7/3 " " IMPERVIOUS MATERIAL. / 3. FIRST TWO FEET OF PIPE OUT OF DIST. 3/4 - 1 1/2 6. REPLACE ALL EXCAVATED MATERIAL WITH NO G.WATER „ NO G.WATER „ BOX TO BE LAID LEVEL. �`=:.-.+A.=:.d::::��=•:': "i-:�-'.•;�6:: 47" 50" - 47" WASHED STONE EL = 26.76 12O EL = 27.23 120 e o )73 CLEAN GRANULAR SAND, FREE FROM ORGANIC EL = 26.00 180 EL = 25.24 168 �- --� 4. ALL PIPE CONNECTIONS AND CONCRETE to BOTTOM ON LEVEL STABLE BASE �a " 12, MATERIAL AND DELETERIOUS SUBSTANCES. " " h 22 MIXTURES AND LAYERS OF DIFFERENT CLASSES DATE: DATE: DATE: DATE: 7 1/2 CONSTRUCTION SHALL BE WATERTIGHT. PLAN VIEW ��y \ MAY 9, 2005 MAY 9, 2005 5/10/07 5/10/07 s MIN. 3/4 To CROSS-SECTION VIEW CROSS-SECTION OF CHAMBER OF SOIL SHALL NOT BE USED. THE FILL SHALL PLAN VIEW 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 1 1/2 STONE NOT CONTAIN ANY MATERIAL LARGER THAN TEST BY: TEST BY: TEST BY- TEST BY: TWO INCHES. A SIEVE ANALYSIS, USING A #4 BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% WITNESSED BY- WITNESSED BY: WITNESSED BY- WITNESSED BY: GE 95 TOWN OF BARNSTABLE REGULATIONS BY WEIGHT of THE FILL SAMPLE MAY BE P P RETAINED ON THE #4 SIEVE. SIEVE ANALYSES DON DESMARAIS R.S. DON DESMARAIS R.S. DON DESMARAIS R.S. DON DESMARAIS R.S. OK ��6, PLAN VIEW REQUIRE DESIGN CRITERIA. ALSO SHALL BE PERFORMED ON THE FRACTION PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: N BO Z� Q E TO CERTIFY SYSTEM, OF FILL SAMPLE PASSING THE 14 SIEVE, SUCH P`P CONTRACTOR TO GIVE 48-HOUR NOTICE DESIGN FLOW: ANALYSES MUST DEMONSTRATE THAT THE NA__MIN./INCH -NNI -MIN./INCH -2-MIN./INCH -2-MIN./INCH \ - N22�'5o"E 60.58' PROPOSED SCALE: 1' = 20 FEET 4 MATERIAL MEETS EACH OF THE FOLLOWING \ \ \ TO ENGINEER FOR EXCAVATION INSPECTION BEDROOMS AT 110 G.P.B./D 440 G.P.D. SPECIFICATIONS: SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR \ 1 RETAINING WALL 100X MUST PASS #4 SIEVE MARK DIBB. P.E. MARK DIBB, P.E. MARK DIBB, P.E. MARK DIBB, P.E. \\ \ \\ 1 I i 52238'50"w 47.59. 0 10 20 40 FT. AND FINAL SYSTEM INSPECTIONS (4.75 mm EFFECTIVE PARTICLE SIZE) w i REQUIRED SEPTIC TANK: TWO COMPARTMENT IOX-100% MUST PASS #50 SIEVE SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: \ 1 1 I 44o x 200% (0.30 mm EFFECTIVE PARTICLE SIZE) NA NA 1 1 \ \ \ \ --- ; / s24 pS•45"w 81. = 880 GAL. OX-20% MUST PASS #100 SIEVE 48' SEPTIC TANK PROVIDED: = 1500 GAL. (0.15 mm EFFECTIVE PARTICLE SIZE) \ \ \ 1 I 1 '- •_.. � 0%-5% MUST PASS #200 SIEVE L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. \ \ \ - 3 0.075 mm EFFECTIVE PARTICLE SIZE \ PROPOSED 1ST COMP=930GAL 2ND COMP=541 GAL ( ) NA G.P.D./SQ.FT. NA G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. \ \ \ \ \ \ 1 w N F CABANA 7. EXISTING UTILITIES WHERE SHOWN \ \ cs \ \ \ 1 \ tO \ HAN K. & JILL TEIN SLAB=41.3 IN THE DRAWINGS ARE APPROXIMATE. HIGH GROUNDWATER COMPUTATION \ \ \ \ 1 w ASSESSORS MAP 335 "��J S2405'45" SIZE OF THE CONTRACTOR SHALL BE RESPON- INDICATES \ \ \ \ \ _ W 165. LEACHING FACILITY REQUIRED: SIBLE FOR PROPERLY LOCATING AND (BASED ON TP#2 (5/10/07) v_ ESTIMATED INDICATES \ \ \ \ \ \ \ \ 1 PARCEL 69 & 70 O3' --� COORDINATING THE PROPOSED CON- - SEASONAL HIGH PERC. \ \ \ I \ 41. MIN. INCH 45,933t S.F. 1 DESIGN PERC. RATE: <2 PERCH WATER ELEVATION 29_23 \ \ \ \ \ \ \ ( v► \ �- / STRUCTION ACTIVITY WITH DIG-SAFE GROUND WATER TEST \ \ \ \ 1.05t ACRES rn AND THE APPLICABLE UTILITY \ \ \ \ LONG TERM APPL. RATE 0.74 G.P.D/S.F. GROUNDWATER ADJUSTMENT NOT REQUIRED PER \ \ bEED BOOK 22076, PAGE 285 ` COMPANY AND MAINTAINING THE SECTION 360-18(B) OF THE TOWN OF BARNSTABLE INDICATES . \ \ \ \ \ \ \ \ \ l PROPOSED \ /- �_ OBSERVED INDICATES \ \ \ \ i ` POOL I �iq� � / EXISTING UTILITY SYSTEM IN SERVICE. \ \ \ \ \ / 440 GPD 0,74 GPD/SF = 596 S,F. DIG-SAFE SHALL BE NOTIFIED PER BOARD OF HEALTH REGULATIONS. GROUNDWATER - PROP. � TP 2 /� � '� �• OBSERVED DURING THE WETTEST SEASON OF THE _ GROUND WATER UNSUITABLE \ \ \ \ i # TP 8 �- �� � THE STATE OF- \ \ \ \ I DECK PROP. 1 # / 36 STATUTE CHAPTER S82, SECTION 409 SACHUSETTS YEAR MATERIAL \ � � \ \ \ \ \ \ ( � PORCH PROP PROPOSED i AT TEL. 1-888-344-7233. THE \ \ \ \ \ $ \ \ \ DECK FENCE o ` ,yam SIZE OF LEACHING FACILITY PROVIDED: ENGINEER DOES NOT GUARANTEE • \ \ THEIR ACCURACY R A PROFILE. NOT TO SCALE s \ \ \ \ \ \ ,, , � o THAT \ \ b \ PROPOSED = UTILITIES AND SUBSURFACE STRUCTURES EL= A 4 D-BOX / ��' // / fir: 440 GPD = 0,74 SF/GPD 596 S.F. ARE SHOWN. LOCATIONS AND FIRST PIPE LENGTH \ 1 \ \ i �- \ I / / r 1 / / � / ELEVATIONS OF UNDERGROUND UTILITIES TOP FOUNDATION CONCRETE COVERS TO WITHIN7 TO BE SET LEVEL \ \ \ / \ -�-�P11 `�TP#2 \ \ / J / / / /. USE HIGH DENSITY POLYETHYLENE TAKEN FROM RECORD PLANS. THE EL-42.0 6" OF FINISHED GRADE. FOR MIN. 2' \ , \ \ \� r� \ o \ PROPOSED _ �`"�- 1 mM LEACHING CHAMBERS(4 UNITS) 122'X2'X ' CONTRACTOR SHALL VERIFY SIZE. CLEAN OUT /- o / � 35 FINISH GRADE \ 1 \ '\ -0'� ` DWELLING TP _ / 401 / PR�� OSED / LOCATION AND INVERTS OF UTILITIES �. EL.=X 1 �' ;v g _ ,_ TOF 42.7 / / / /35 X12 / / a AND STRUCTURES -__ - _: _ , , , AS REQUIRED PRIOR 4" PVC SCH 40 1 \ t �-' �\ t\ �. \ - - n Q / i S.A.S. / / SIDEWALL - 2(12 +35 ) X 2 - 188 \ \ \ tl 3' 02 \ d --._ PROPOSED / / / _ - TO THE START OF CONSTRUCTION. 4" PVGr 1 �� 1 t -- 0 / BOTTOM 12 X 35 = 420 SCH 80 4" PVC SCH LEACHING CHAMBER 1,500 GAL t / / /a / / / 4 2-COMPARTMENT 37 / �� / / 608S,F, 8. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. \ 1 ` SEPTIC TANK / / I / / 608 S.F X 0.74 GPD/SF = 449GPD A GARBAGE GRINDER IS NOT I=B I=D I=G H \ 1 \ \, \ t \ \ 11 `t \\ \ \\ 2Q0' itl / /, ( � / RECOMMENDED DUE TO RECOGNIZED -C /,� � � 4 . � I=E 9 OUTLET I=F \ 1 1 1 ; t 1 , \ �'ROPb ED 1 _ ` ` '' 4� // / FACILITY. IMPACTS TO THE LEACHING DIST. BOX \ 1 0, 1 +�ARA � \ -�__ `lr= 6.1 SEPARATION 0 1 , � \ / SL B 42. -- _ � / / 1500 GAL SEPTIC TANK N \ 1 r �AS \\ Q Ile 9. EXITING INVERTS ARE TO BE CHECKED BY EST. HIGH GROUNDWATER THE CONTRACTOR PRIOR TO CONSTRUCTION. i /. 11 ) INN\ "" \\ \ `• ` \ \ W �/ LOCUS INFORM 0 ANY FIELD r0 BE NOTIFIED OF 0 �� INFORMATION O N LD CHANGES THAT MAY BE _ _ - 39- - Q / ! / ,,i REQUIRE INVERT ELEVATIONS: SED � ' Tf� � \\ 4 . �.`� � �� � / . ►� / � CURRENT OWNER: JONATHAN K. BERNSTEIN / ''� & JILL BERNSTEIN ;=pti 111 TOP OF FOUNDATION 42.70 A �- s��y VE - �9� o z -�! g ` TITtE REFERENCE: DEED BOOK 22076, 285 GRED,UPO CABANA SLAB 41.30 A o MARKD. �N SA o Lai \ - \ .a ( J D°tea L. �, `�, 1 \ PLAN REFERENCE: PLAN BOOK 600/22 & 613/59 349 Main Street, (RT. 28) Unit D 4" INVERT AT DWELLING 38.24 B CIVIL �' � �\ � vW, �\ �4� - - -� J N A \ ` \ W. Yarmouth Massachusetts No.45937 \ 4" INVERT AT CABANA 39.30 B eo �Q ^ _ _ `�' / I \ \ \ \ ASSESSORS MAP: 335 ,� ���,rrsT�P����� \ o v 41,. \ \ / PARCEL: 69 & 70 02673 4 INVERT AT SEPTIC TANK (IN) 38.00 C ��oavAL�'' _ - _ o ir i / ' �\/ zloet z �- t \ \ \ - 508 778 8919 4" INVERT AT SEPTIC TANK UT 37.75 D ZONING DISTRICT: RF 2 „ (OUT) _ _ - _ _ _ _ _ � �676.99• / \ I \ \ �-- '� SETBACKS: FRONT 30' PROJECT TITLE: 4 INVERT AT DIST. BOX (IN) 37.57 E 2,/��/% $ _ _ _ _ ��9.73• o > \ \ -46- 4 \ \ SIDE 15 4" INVERT AT DIST. BOX (OUT) 37.40 F E Box \ \ � REAR 15' - /r/C �� f INVERTS AT LEACHING FACILITY: �/ / f \ Z 50, MINIMUM LOT SIZE. 43,560t S.F. DESIGN FOR T � /c_ l - I � � ��� EXISTING LOT AREA: 45,933t S.F. 4" INVERT AT BEGINNING I. • �c/r/CI J ( \ SEWAGE DISPOSAL I C 27g8,20„ 1 \ OVERLAY DISTRICT: OLD KINGS HIGHWAY OF LEACHING CHAMBER 37.33 G CPAq� _ - - w� - - - _ v` E 73 10, \ \ c M � GAS _ _ ,--- --��1C � _ \ � NITROGEN SENSITIVE SYSTEM NOT A ZONE II SYSTEM ELEVATION AT BOTTOM ,��° -� GAs GAS _ r E/T 1 _R-23.k0' OF LEACHING CHAMBER 35.33 H `�� CAS GAS / _ _ / --� �_ E/T� - o _ � ) FEMA FLOOD ,� „ u>r► R� __ v ZONE DISTRICT: C , DATED 7/2/92 #68 PERCHED \ _ /j/C / PANEL #250001 0001 D 29.23 J �. r ''_� I GROUNDWATER Q. / � \ _ CIS E/T \ � � 1 RUE MICHELE 11108 / GAS r W w,- j' �T/ - � - � LOCUS PLAN: NO SCALE GASw - _ --_I CUMMAQUID ` Ss - - E/T/c M ASSACH U SETTS \ GAS E/� 6A DATUM: `�� ••� _ -� �' 3 BACKFILL - .".- D C 1 VERTICAL DATUM: ASSUMED _a DAMP- \ \ c\ wl w o PREPARED FOR: BENCH MARK SET: PK NAIL IN PAVEMENT. ELEV 48.70 PROOFING \� \ \ \ ASy tJ Z Z \ cq C = o MICHAEL BERNSTEIN z ° FREE-DRAINING- SLAB S Z 0 3 N MB HOME IMPROVEMENTS, INC. g GRANULAR o rl �-MATERIAL 4 NOTE: \�� \ ` \C'IS LOCUS 53 CONGRESSIONAL DRIVE • 1 a D = DRAIN 12 BELOW CELLAR FLOOR ALONG �\ d YARM(508)UTH P362-966 ORT, MA 2675 VARIANCES REQUESTED. N CEMENT ° a BOTTON OF FOUNDATION AROUND HOUSE20 3 COVE INTO 6' DIAMETER DRYWELL. REMOVE ALL A UNSUITABLE MATERIAL UNDER DRYWELL TO LOT #2 qs D --t DATE: DECEMBER 19, 2007 NONE GEOTEX77LE a MEDIUM SAND & INSTALL RISER TO GRADE. N/F BAY COLONY RR _ VAPOR RUE MICHELE, LLC. r COMP. DESIGN: K. HEALY FILTER SLEEVE °° °$ • ' � BARRIER DP= DRAIN LINE TO PICK UP ALL DOWN SPOUTS ASSESSORS MAP 335 CHECK: M. DIBB ALONG HOUSE AND GARAGE TO FLOW INTO 6' PARCEL 67 & 68 DRAWN: K. HEALY F0077NG DRYWELL FLOOR PLANS: 4" MIN. 4" MfN. WITHDIAME SER TER O GRADE.WN TO MEDIUM SAND 1.0�2f2ACRES 6 FIELD: D. GAZZOLO / J. MCCARTIN 9 MAX. DEED BOOK 19955, PAGE 73 SLOPE DRAIN TO SUMP OUTFALL FILE N0. 8828SL-4.DWG 4" SUMP PUMP WETWELL TO BE CAST IN BASEMENT SEE ATTACHED DRAIN ROOTING DRAIN (D) SLAB. I DWG NO. 5626-07 NOT TO SCALE MARCI, JOB NO. 4-8828.01 SHEET 1 OF 1 I 6A REVISIONS: 3 ;0 LOCUS INFORMATION NO. DATE DESC. 20 M C C < Ia � — 3 N CURRENT OWNER: JONATHAN K. BERNSTEIN MINIMUM LOT SIZE: 43,560t S.F. t� `-' Z Z I & JILL BERNSTEIN Z = 013 EXISTING LOT AREA: 45,933t S.F. Z M -1 TITLE REFERENCE: DEED BOOK 22076, 285 r- LOCUS OVERLAY DISTRICT: OLD KINGS HIGHWAY d D D PLAN REFERENCE: PLAN BOOK 600/22 & 613/59 NITROGEN SENSITIVE — Z 20 3 ZONE: NOT A ZONE II ASSESSORS MAP: 335 0 Q PARCEL: 69 FEMA FLOOD BAY COLONY RR y ZONE DISTRICT: "C", DATED 7/2/92 — ZONING DISTRICT: RF-2 PANEL #250001 0001 D SETBACKS: FRONT 30' SIDE 15' REAR 15' 6 LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. __LIMITS OF _ _ DRAINAGE EASEMENTM N/F RUE MI RS LLEMA 3 L � ASSESSOR MAP 335 PARCEL S67 21'10"E 166.10' �p ' X 0 z D 0 ; `O N-� PROFESSIONAL LAND SURVEYOR DATE rn rl ON 13 N 'O O' Aj 0 ?ROB C 41.3' v t 1 Aj V M4 Q60' o FOUNDATION __ _LIMITS_OF _ o - �= -�— 10.0' AS— BUILT DRAINAGE EASEMENT B 5.04 P LAN 16.0' p 35.4' AT U 11.3' FOUNDATION U d TOF=42.8 F #70 16.0 °D ' RUE MICHELE l.Lt N CUMMAQUID 0.3 MASSACHUSETTS ON 10.0. 14.0' t `5:5 '6 a► 20.0' MAY 129 2008 2 N v JONATHAN K. &/FJLL BERNSTEIN 9 ASSESSORS MAP 335 N PARCEL 69 N/F 0 MARSHA ALIBRANDI 4 ASSESSORS MAP 335 m PARCEL 26 ao w v � uMlTS OF.ORA1Nq� -e l EAs fNT PREPARED FOR: N MICHAEL BERNSTEIN MB HOME IMPROVEMENTS, INC. 40 53 CONGRESSIONAL DRIVE w ci YARMOUTH PORT, MA 02675 \ (508) 362-9966 4 � U BSC 349 Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2008 The BSC Group, Inc. SCALE: 1" = 20' 0 5 10 20 MEMTs 0 10 20 40 Fr A157*15,43. w 146 4s PROJ. MGR.: CRAIG FIELD FIELD: D. GAZZOLO / N. MERCIER CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD MARgN/FA ELUOTT - FILE: 8828FAB.DWG ASSESSORS MAP 335 `"" '��,. DWG. NO: 5626-08 PARCEL 29 "-- . SHEET 1 OF 1 JOB. NO: 4-8828.01 -- - __— i GENERAL NOTE5: 1.TH15 DRAWING 5ET HA5 BEEN PREPARED TO DIMENSIONAL CHART OBTAIN THE REQUIRED BUILDING PERMM.IT DOES SIZE A i NOT DELINEATE 5COPE5 OF WO AMONG "` :.. B C D E F G H J K =�' I G' x 3 2' 1 G' 3 21 41_6" " " � " " " CONTRAGTOR5 AND OWNER;SUCH''UMIT5 OF 5.5. LADDER 'R - 6-0 13-6 8-O 7-0" 8-O" 3-6 4-6 IBI HALL BE DEFINED IN 111E "'"�,•, B . . • , p c '' i 8' x 36' t 8' 36' 4'-6" �;'-0" 13'-6" 12'-0" 7'-0" 8'-0" 3'-6" 5'-6" Rt EONS IITY S CONCRETE DECK ,• OR •, ;�. E .• •+'�.:CONCRETE DECK- 20' x 4a 20 40' 5'-0" 7'-0 13'-G" 14'-0" 9'-0"- 8'-0" 3'-G" 5'-6" C0145TRUCTTON CONTRACTS. , . 5V4MOUT. ' 2.THE BOTTOM OF THE POOL BED(AND ANY BACKPIw . . WATER LINE 5HALLBE FREE OF. LARGE 5TONE5,ORGANIC ,• • • __ _ 'M 0 R i TU PS BB H5 F EARTH RU 5 FROZ EN CURDS O . WTE CON5 CTl ALS � TRll ON M ATERI . , 3.ANY GRAVEL.BASE MATERIAL U5ED 5HALL ' 8'-0" 4�-Om ' CON515T OF CLEAN,COARSE 5AND,OR DANK RUN min \ /• ----_ -------------- : :S min GRAVEL,CONTAINING LITTLE OR NO FINE5,OR ORGANIC MATERIAL,AND CONTAINING UTir.lr TO OPTIONAL DIVING � n NO COARSE FRAGMENTS GREATER THAN 51X INCHES I ~ BOARD • . �' IN DIAMETER THE GRAVEL BASE MATERIAL 5HALL • PLACED IN SHALLOW UFfS AND i I •' „� ., BE COMPACTED. 4, THE FOLLOWING A55UMPTION5 HAVE BEEN MADE , FOR THE PREPARATION OF THE5E DRAWINGS: , -NO 5PECIAL CON5IDERAT10N5 ARE REQUIRED TO ACCOMMODATE HIGH 5EA50NAL GROUNDWATER CONDMONS. ' . • . . • . -THE POOL WILL BE IN5TALLED ON A LEVEL. . • •,. . :ti ••• / .� COMPACTED BA5G •.• •..• �': • . -ANY MUIRID LANDSCAPING AND/OR RETAINING • • . WALKS) 6NOT PART OF TH15 SCOPI!or WL7RIC G - PROPCr5ED POOL AREA DOE5 NOT ENCROACH UPON ,, • . ANY: EASEMENTS • PROPERTY BOUNDARY LINES I , • '-0" RAD ' UTILME5,WET1AN2,OR 1505'5. TYPICAL,.• • • •', ; . r '• •, .,. ,f ,§ • %5.5. HANDRAIL , -POOL 15 55WCED BY PUBLIC WATER AND • .. _ B OPTIONAL' • , MUNICIPAL 5 '�.- CONCRETE DECK- ,� • , �.�• E.• • • • . POOL SECTION B-8 NO VARIANC15 ARE REQUIRED TO OBTAIN , • , APPROVAL `• • . 5CALE - 1/4"= 1 '-O" THE 501L UPON WHICH THE POOL.WILL BE IN5TALED WILL HAVE A BEARING CAPACITY 4" CONCRETE DECK POOL AREA PLAN EQUAL To OR GREATER THAN 3,000 LB5.iSc�. Fr. . SCALD - I/4 — I -0 nPO01~ONCE FlLLED,WILL BE MAINTAINED AT n_ i n-THE WATE=R LEVEL L�.EVATION AT „ ITS...-•-�-- ALL ' - �r w r PITCH AWAY FROM POOL+ t`-UtIOWING OF PROPER WINTERIZATION . . > • ..., WILL B THE `I I OPTIONAL DIV •. rtOCEDUlZFS L E RESPONS B UN LNG • . � � `�i .. . - -. 15 A P O IZD -0 THE OWNER. WA � .. TT=K LINO ,;.. � .. .� • ,. `5. ALL UNDERGROUND PIPING SHALL BE IN5TALEOr- 718. • •. '7R�NCHE5 WHICH ARP RE ATIVEL 5MOOTFI •. WATER LI'N!E • of RCK WHERE E ROCKS • . G x G #1 O WIRE•Or' '"nR BOULDER5 ARE ENCOUNTE?fD,THE 6 WATER UNE TILE FIBERGLA55 ME TRENCH BOTTOM 5HOULD BE PADDED U51NG A b (entire perimeter) � ' r 5" MINIMUM OF�4'TAMPED EARTH OR OAND BENEATH ,:.. . . 6 COMPACTED SAND BA5E THE PIPE. - -- -- ------- ---- --- -- --- - - - .. � --- ;� 1/4" TO 3/8" WNIT>= ��4#3 REINFORCING ROD5 12"C.C. G. ALL PIPING 5HALL BE 160p�g J MARCITE FI N15H RATED.`SOCKET WELD FITTTN65. - CONTI N0005 GRID PATTERN ALL UNE5 5HALL M IN5TALLED A5 5ELF-DRAINING - ;;r •.' WALLS FLOOR M NO DEAD LOOP5. HIGH POINT VENT5 AND LOW - - - POINT DRAIN5 5HALL BE IN5TALED TO FACILITATE •► 5TATUP AND ANNUAL WINTERIZATION. � 7.ALL UNDERGROUND PIPING 5HALL BE PRE55URE-TE5TEU @ 1.5 TIME5 WORKING PRE55URE PRIOR TO COVER. 8.5AFE U5E OF THE FACILITY 15 DEPENDENT UPON ob GUNITE POOL 511ELL PR01'E1Z SUPERVISION, MAINTENANCE,AND STRICT • CONFORMANCE TO 5AFE'TY REGULATTON5 AND • CONCOM TO DEVELOP CON51DERATION5 BY BOTH OWNER AND U5ER5. srRENcm o>=3000p5t C D E F e . IN 2e DAYS • cS+ 9. PERIMETER FENCING,A5 REQUIRED. j .� F ,, .w . WILL BE BY OTHERS. lD j A CON5TRUCTION NOTEE5: B •► • • NOTE: TH15 POOL FACILITY 15 DE51GNED 1.CONCRETE 5HALL HAVE A MINIMUM FOR 501L BLARING CAPACITY Or COMPRESSIVE 5TRENGTH Of 3,000 P51 AFTER 26 DAY5. 3000 lb560.1 T. MINIMUM ALL RFINFoR=CONCRETE CON5TRUCTTON 5HAu. LONCI TUOI NAL POOL 5ECTION A-A BE."YFORMED IN ACCORDANCE:Wren THE LA25T TYPICAL WALL OETAI L 5CALE - 1/4'" I EDITION OF AG 318 AND DETAILED IN ACCORDANCE . , NOT TO 5CALE WITH ACI 315. 2. AL REINFORCING 5TEL 5HALL CONFORM TO A5TM-G 15,GRADE GO. WELDED WIRE MESH SHALL CONFORM To A5TTv1.f 85. AMERICAN SWIMMING POOLS COR)7. 3.THE CONTRACTOR 5HAL 5HORE OR BRACE A5 REQ'D. �i Af�T}-fL1fT R.CRIPf'$, AT ALL 5TAGP.5 OP CON5TRLICTION TO EN5UR1 ��� co �ir�. OF 540 Arcade Avenue, Rt.44• 5TRUCTURAI.5TABILITY AT All TIMES. �� ilk:, Seekonk, Massachusetts UR a TYPICAL DETAILS OF .4.ALL WIRING TO M PERFORMED BY A UCEN5ED � •� � �` Not Last GUNI TE POOL CONSTRUCTION MCTRICIAN IN ACCORDANCE WITH AL a 5TATE AND LOCAL CODES. �� 4c ,tia • ' Ft7SffR ��' PREPARED FOR: i� k t ��� o11 L E�"� REcrs� ADDRE55: 5. BACKFILL MATERIAL A5 SPEgFIED IN GENERAL NOTE i� l ' �� ----- PROFEMONl1i, EN 12, 5HALL M L15ED TO MLL ALL VOID 5PACE5 BETWEEN �IIII{1111 5CALE: A5 NOTED ORN. 6Y: PU15E Mr. - . UNDISTUKBED EARTH AND POOL EXTERIOR. _ .: 5_ Job No: Rcvi ton: 10r,2mm-q No: SP I of f